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geotechnical instrumentation specification

This deformation causes a change in resistance which is then converted to the readable unit to determine the weight of an object. Model EAN-41M/EAN-42M (SDI-12) MEMS Beam Sensors. TemperatureTilt, Surface Settlement. Source: Site Investigation in Construction Part 3: Specification for Ground Investigation, 1 Jan 1993 (27–31) Use of instrumentation Source: Earthworks: a guide , 1 Jan 2015 (289–296) Fast Download speed and ads Free! Data can be remotely transmitted at scheduled times with telemetry (GSM/GPRS inbuilt modem) or downloaded on a laptop/mobile in field through Bluetooth or a cable. The new Specification for Highway Works (ref 1 - Clause 629) does not give a detailed specification for instrumentation as this is best left to the engineer to decide for each Geotechnical instrumentation in practice, Thomas Telford, London, 1990 scheme. It is used to determine the load in rock bolts, tieback anchors etc. Visit our website to learn more. Encardio-rite Model EAN-51M vertical in-place inclinometer is used to measure the lateral movement of earthworks or structures. Instrument data from the initial phase of a project may reveal the need (or the opportunity) to modify the design in later phases. 2.0 PERFORMANCE GOALS Model EDS-12V Vibrating Wire Sister Bar Strain Meter. Geotechnical monitoring instruments play an important role within construction, civil engineering, and mining environments. It can be mounted both vertically and horizontally and has a long-term reliability. Save my name, email, and website in this browser for the next time I comment. Displacement measurements from inclinometers can be used to determine the stability of a slope, the rate of ground creep, or shear zone movement, and allow assessment of the adequacy of ground supports before embarking on a major construction project. It can be connected to several geotechnical instruments to record the readings that can either be uploaded to a host computer or printed out on any text printer using the serial interface. Advances in geotechnical instrumentation, surveying technologies and data transmission systems make it possible to monitor the dams, bridges, railways, metros, buildings, tunnels, etc. Instruments are used to verify design assumptions and to check that performance is as predicted. Encardio-rite sensors have an excellent reputation for providing precise results even in the most demanding environment of condition. The Model EPS-30V-I Soil and Rock-Concrete Interface Pressure Cell to determine the contact pressure on retaining and diaphragm walls, piers and abutments. Field Instrumentation For Soil And Rock. It has memory to store 3600 readings with date and time from up to 250 sensors. A displacement sensor is designed to measure linear displacement by converting mechanical motions into readable electrical signals. The Model EPP-60V is used to measure low water pressure. The Encardio- Rite Model EAN-91M tilt meter is suitable for monitoring of small changes in inclination and vertical rotation of structures. Encardio-rite Model EAWS-101 automatic web based weather monitoring station provides a precise, reliable and cost effective means of recording meteorological data. Your email address will not be published. It is suitable for soil or concrete. The Model EDJ-40C crack meter can measure the change in width of a surface crack. An alarm is triggered or SMS is automatically sent if any of the pre-determined trigger values are exceeded. The sensor can be used in uniaxial joint meters, triaxial joint meters, crack meters, borehole extensometers and soil extensometers, etc. EGS-30V settlement measurement system is designed for monitoring settlement in fills, embankments and dams, etc. Strain Gauges are thin elastic material made up of stainless steel and are fixed inside the load cell. the effective stress due to the soil together with the pore water pressure in the voids between soil grains. Underground tunnels and excavationsStruts in cut and cover constructionsDiaphragm WallsPile foundations and sheet pilesAdjoining buildings, structures, pavements etc. Where the earth lies, so do our solutions. The measurement of groundwater level can be done by open standpipes or constructing observation wells. Model EDS-20V SW Vibrating Wire Spot Weldable Strain Gauge. A pressure sensor is a transducer which converts pressure into a measurable electrical output. Guide to Geotechnical Instruments, 2004/11/24 1 Reasons for Installing Instrumentation Introduction Geotechnical instrumentation provides data that helps engineers in every stage of a project. It also includes geodetic targets measured using surveying techniques. The indicator uses a smartphone with Android OS as readout with a user friendly software for configuration, retrieving and viewing sensor data. Introduction to Central Office Geotechnical … LTD. GKM Consultants; Site Map; Agent Log In; GEOKON | TRUSTED MEASUREMENTS® Model EPS-30V-I Soil and Rock-Concrete Interface Pressure Cell. We are living in an era of magnificent structures. Maple Ridge, BC. Model EDS-21V-E vibrating wire strain gage is designed to measure strain in underground cavities, tunnels, buildings, concrete and masonry dams, etc. Model EWLR-101 automatic water level monitoring system provides significant quantitative data on the magnitude of water column, water table and temperature in a borehole. |, Model ESDL-30 Data Logger with SDI-12 Interface. the required survey instruments to the satisfaction of the engineer-in-charge so that the work can be carried out accurately according to the specification and drawings. As the sensor settles with surrounding soil, the fluid head at the sensor increases. Geotechnical monitoring is a branch of geotechnical engineering that deals with constant health check-up of the structures. The deformation in the object causes the change in frequency of the vibrating wire. | Read More: Types Of Strain Gauges: Construction & Specifications |. Geotechnical instruments are the sensors that are used in the geotechnical field or large civil engineering projects to monitor the health of the structures. Our Staff have many years of installation of equipment in major projects throughout the World and you can be assured that you will never be confronted by a "catalogue reader" from our Company. The soil extensometer finds major application in the measurement of lateral strains and settlement in or beneath the earth, rock fill embankments, and in dams. Evaluation of the effect of the structural operation on parameters like stress, strain, water, pressure, inclination, deflection etc. Model ELC-30S-H Resistive Strain Gage Type Center Hole/Anchor Bolt Load Cell. The temperature change is directly proportional to the diode’s resistance. The Model ESM-11Vseepage monitoring system is designed for precision measurement and monitoring of water levels in weirs, tanks, reservoirs and seepage in dams. Starting from the surveying of land before constructing a structure on it till its completion, geotechnical monitoring plays a vital role. 604-540-1100. sales@rstinstruments.com EARTH DAM SAFETY PROGRAMME . https://www.ags.org.uk/2020/07/introduction-to-the-ags-imwg The Model EAN-31EL, EAN-31EL-B & EAN-41EL-B Series is designed to monitor small changes in inclination and vertical rotation of structure at a point. |, Figure 2: Inclinometer Monitoring T01 Project, Abu Dhabi. Geotechnical instruments are the sensors that are used in the geotechnical field or large civil engineering projects to monitor the health of the structures. 8900 Series; Datasheet; Quick Start Guide; Manual; Brochure; Do you need some instruments in a hurry? EDJ-41M is used for monitoring of cracks, joints and fissures. A structure can fail because of numerous reasons like design error, geological instability, poor maintenance, deterioration of construction material, etc. ABOUT US a flexible structure passionate about customers. The Model EAN-91M-B and EAN-93M-B beam sensors consist of model EAN-91M and EAN-93M tilt meter enclosures fixed on to a beam (1, 2 or 3m long) respectively. Model ELC-32V Vibrating Wire Center Hole-Anchor Bolt Load Cell. Encardio-rite is one of the few geotechnical instrumentation and monitoring companies in the world which manufactures geotechnical instruments and has developed advanced integrated software in-house, for processing and displaying monitored data along with web-based monitoring solutions. 2.3 All the field data shall be recorded in the proforma recommended in Indian Standard Codes and the field records shall be counter signed by the engineer-in-charge. Canada V2X 0Z5. As the world is developing rapidly and transforming into a concrete jungle, the need for geotechnical instrumentation and monitoring has increased. Model EPP-40V Vibrating Slim Wire Piezometer. ESMP-10 comprises of an AISI-304 survey pin having a semi-spherical top. Model EPP-10/10SP Casagrande Piezometer/Standpipe. The electric piezometer, generally vibrating wire type, is most commonly used, as it provides hassle-free, accurate and real-time data. |. Crack Meters, Joint MetersTemperature MetersLoad CellsData LoggersGeodetic TargetsDatabase Management System. Model EAN-91M-B/EAN-93M-B MEMS Beam Sensors. geotechnical model and to employ some idealized assumptions, which require substantial inputs from field observations, ... A complete technical specification for instrumentation system shall include instrument specification (e.g. Instruments are used to monitor the effects of construction. We are living in an era of magnificent structures. Be it the impressive Gotthard Base Tunnel or the skyscraper Burj Khalifa. Wireless In-place Inclinometer (IPI) System, Electrolytic Uniaxial Tilt Meters & Beam Sensors, High Capacity Center Hole/Anchor Bolt Load Cell, Soil and Rock-Concrete Interface Pressure Cell, Multi-point Mechanical Borehole Extensometer, Single-point Mechanical Borehole Extensometer, Multi-point Electrical Borehole Extensometer, Single-point Electrical Borehole Extensometer, Potentiometric Linear Displacement Transducer, Broadband Seismometer with Digital Output, AL Garhoud Maintenance Facility for Marine Light Vessels at Dubai Creek, Construction and Upgrade of AL Rayyan Road Project 7, Contract 2, Qatar, Dubai Water Canal Infrastructure Package-3 Canal and Coastal Works, Education City Station, Major Stations, Doha Metro, Qatar, HARRY W. NICE MEMORIAL BRIDGE REPLACEMENT PROJECT, Improvement of AI Shindagha Corridor-Sana Junction Project, Jaipur Kishangarh NH-8 Expressway Road Project, KL Rao Sagar Pulichintala Irrigation Project, Msheireb Station (Package 5), Major Stations, Doha Metro, Qatar, A Guide on Geotechnical Instruments: Types, & Application, Geotechnical Instrumentation & Monitoring: Services &Types, Model EAN-31EL, EAN-31EL-B & EAN-41EL-B Series, Pressure Cells: Types, Working Principle, & Applications, Extensometer: Types, How It Works, Applications, Temperature Sensors: Types, How It Works, & Applications. Multiple sensors are used in the field of geotechnical monitoring. Each rain gage is individually calibrated for optimum accuracy. Association of Geotechnical and Geoenvironmental Specialists. The civil engineering projects require an extensive amount of monitoring pre and post-construction to ensure everyone’s safety. |Read More: Inclinometers: Types, How they work, & Functions |, Model EAN-26M Digital Inclinometer System. Geotechnical Instruments and Field Instrumentation Services John Dunnicliff Alan Powderham 1. The pore water pressure is measured by a piezometer sensor which is also popularly known as ‘pore pressure meter’. John has taken the lead role in teaching more than 100 continuing education courses in geotechnical instrumentation. Model EDE-VXX linear displacement transducer incorporates a vibrating wire sensor that converts mechanical displacement to an electrical frequency output. Model EDS-63U-D Mechanical Borehole Extensometer System is ideally suited for upward, downward or inclined boreholes. This information is critical for the structure’s owner who is directly responsible for any consequences of its failure. Contact our Sales Teams for in stock sensors. EBS-16 building settlement basically consists of a spherical reference locator with threaded bolt. He is author of the 1988 and 1993 book “Geotechnical Instrumentation for Monitoring Field Performance“. RST Instruments Ltd. 11545 Kingston Street. Model ELC-150S-H is a resistive strain gage type load cell. Instrumentation plays a key role in safety monitoring of structures and people, providing necessary information on its performance and detect problems at an early stage. A readout unit is a microprocessor that displays the output data. Geotechnical Engineering Standards ASTM's geotechnical engineering standards are instrumental in specifying, testing, and investigating the physical/mechanical properties and characteristic behaviors of surface and subsurface earth materials that are relevant to a construction project. Model EDJ-50V Vibrating Wire Joint Meter is designed to measure the mass movement in construction and submerged joints in concrete dams, structures and bridges, tunnels and shaft linings, rock, soil and masonry structures. The ESDL-30CTDB data logger, that collects the data from these sensors, has much of the complex circuitry, lowering the cost of individual sensors without impacting their accuracy or resolution. Other sensors are also available on request. Encardio-rite offers weather system with standard sensors for essential parameters as briefly outlined below: Rain gage:Model ERG-200/201 tipping bucket type rain gage with stainless steel housing. Encardio-Rite’s Model EDS-12V Vibrating Wire Sister Bar is used to measure strain in concrete structures such as diaphragm/slurry walls, piles, tunnel lining, bridge abutments, foundations, dams etc. Major Application Major … Model EAN-96MW Wireless Triaxial Tilt Meter. With the real-time data collected from EAN-96MW wireless 3D tilt meter, the authorities can know about the slightest of change taking place in the project. They record strain, which is a dimensionless measure of deformation. Model EAN-31EL, EAN-31EL-B & EAN-41EL-B Series of Electrolytic Uniaxial Tilt Meters & Beam Sensors. Products . A-7, Industrial Estate, Talkatora Road Lucknow, UP-226011, India +91 522 2661039 [email protected]. Targets are interchangeable. j) instrumentation and monitoring plan k) details of any geotechnical data relied upon in the design of the works. Model EMA-11 Measuring Anchor/Rock Bolt Extensometer consists of a steel hollow anchor/rock bolt with a precise 4-point extensometer integrated into it. EDE-VXX-RC with rear cable (suitable for BHE), Model EDE-PXX Potentiometric Linear Displacement Transducer. GEOTECHNICAL INSTRUMENTAITON AND MONITORING OF EARTHWORK RELEASE - R3.0 SECTION 31 09 00 BART FACILITIES STANDARDS Issued: January 2013 PAGE 3 OF 6 STANDARD SPECIFICATIONS 1.08 SEQUENCING AND SCHEDULING A. from any remote location, conveniently and economically. Model EDS-21V-AW is designed to measure strain in steel or on the concrete surface of the composite structure. Geotechnical Design Standard – Minimum Requirements Transport and Main Roads, February 2020 3 For critical designs or where the design outcomes are disputed by the reviewer(s), complete electronic input and output files shall be submitted, upon request, for verification. ASTM's geotechnical engineering standards are instrumental in specifying, testing, and investigating the physical/mechanical properties and characteristic behaviors of surface and subsurface earth materials that are relevant to a construction project. The Encardio-rite Model EDS-20V-E strain gauge is primarily intended for strain measurement in pile foundations, segment lining of tunnels and concrete structures, etc. | Read More: Data Loggers: What is it, Types, Applications & How it Works? That’s where we come in – with over 29 years of Geotechnical Engineering experience, we can read, monitor and predict what lies beneath the surface. EDE-VXX-SC with side cable (suitable for crack gage), 2. The Model EDJ-40T is a triaxial joint meter with three EDE-VXX vibrating wire displacement sensors, flexible joints and accessories is available for monitoring joint movements in the X, Y & Z directions. It measures the extension (displacement) which takes place with time in a borehole or in several boring holes in a rock mass. RST Instruments’ various inclinometer tools allow for lateral ground displacement monitoring in a variety of geotechnical applications. Model ELC-210S Resistive Strain Gage Type Compression Load Cell. Products. |. Data Loggers: What is it, Types, Applications & How it Works? It also monitors stress in the rock walls of unlined caverns and tunnels. This was all about the geotechnical monitoring, geotechnical instruments, their types and applications. Comparison of observed data with design assumptions, Determination and evaluation of design parameters, Testing of new construction materials and techniques. Model EDI-53 Portable Read-Out Unit/Data Logger. Geotechnical monitoring is necessary to keep a regular check on structures like dams, bridges, tunnels, railway tracks, buildings, etc. Instrumentation and monitoring Our worldwide experience in the design and installation of structural, geotechnical, environmental and hydrological monitoring systems is diverse and ranges from the installation of a single sensor to more complex and powerful, automated, remotely-controlled systems. Instrumentation and monitoring 10. The Model EPU-20Vsensor is made with the latest vibrating wire technology to provide a remote digital readout of fluid and/or water pressure in standpipes, boreholes and embankments. Settlement of any vessel installed, causes change in its fluid level, affecting the buoyancy on the suspended cylinder. An inclinometer is a transducer that measures the magnitude of the inclination angle or deformation in any structure. Model EDS-20V-SW vibrating wire strain gage can be spot welded or epoxy bonded on steel structures and struts. Amid the COVID-19 crisis, the global market for Geotechnical Instrumentation and Monitoring estimated at US$2.9 Billion in the year 2020, is projected to … The Model EDS-92 Soil Extensometer is used for monitoring the displacement between two surfaces that may shift with respect to each other with time. Single-source provider of geotechnical instrumentation, materials testing, and environmental products Geotechnical and structural instruments from Slope Indicator for … Daily reports 11. A temperature sensor is a device that is designed to measure the degree of hotness or coolness in an object. Roof or wall fall in an underground cavity is almost invariably preceded by measurable sag as the strata open up and the movement usually occurs at an increasing rate as of fall conditions. The Model EPU-20G uplift pressure meter is used for monitoring uplift pressure of water in the foundation of dams/concrete structures and the stability of foundations of embankments in dams, tunnels and other underground works. The options for connecting the data acquisition system to PC, are like RS232C serial interface, short haul modems, GSM/GPRS modem, RF modem etc. Crack Meters (crack width meter) and Joint Meters are position and displacement sensors/transducers with anchors and ball joints. Basis of Design Process Flow Diagrams (PFDs), Utility Flow Diagrams (UFDs) and Heat & Material Balances Process & Operational Control Description Process Equipment List Process Datasheets for Main Equipment (per Equipment List) Piping & Instrumentation Diagrams (P&ID’s) Line list Tie-in Schedule Cause & Effects Diagrams Process Data Sheets for instrumentation Process Alarm & Trip … Geotechnical Inc. in Chantilly, VA provides geotechnical solutions to contractors, developers, and other engineers. 7.3.2 Geokon Geotechnical Instrumentation Product Introduction, Application and Specification 7.3.3 Geokon Geotechnical Instrumentation Production Capacity, Revenue, Price and Gross Margin (2015-2020) It comprises of a vibrating wire sensor connected to a reservoir via a fluid filled polyethylene sheathed twin nylon tubing. Once operations have started, it is frequently part of the specification or licence that geotechnical reporting continues – even after the contractor has completed the construction. Maple Ridge, BC. Their existence is next to impossible without geotechnical monitoring and instrumentation. It is most suitable for unattended or network applications. These readouts are designed to specifications developed in association with our distributors and are manufactured under our ISO 9001:2015 Quality Assurance system. Canada V2X 0Z5. precision and accuracy), sequence … Cloud-based web data presentations for online as well as manual data Type Title Name Filter Modified File Size 01.) Model ECTD-30V CTD probe comes with the model EPP-30V absolute pressure sensor and ECTD-60V CTD probe is with model EPP-60V absolute pressure sensor. The Encardio-rite Model EDS-20V-AW strain gauges are intended primarily for long-term strain measurement and are suitable for surface mounting by welding on steel structures such as bridges, piles, wye sections, pressure shafts, tunnel linings, and supports, etc. GEOTECHNICAL INSTRUMENTATION NEWS in a haphazard way, but this book provides us with a guide to formalize a six-step procedure called “GeoQ” (the “Q” is for Quality) for gathering project iformation and for identifying, classifying, remediating and eval- uating risk, and for mobilizing risk information. Figure 1: BHE Installation at DTS T02 Project, Abu Dhabi. Type of data loggers and how do they work? An extensive programme of geotechnical instrumentation and monitoring was carried out during construction of the Ingula hydro power caverns to validate design assumptions and monitor long term creep effects. Model EPS-30V-C Concrete Pressure Cell to measure the orientation and the magnitude of total pressure and stress distribution within the dam embankments and the interface of soil and concrete. The probe has excellent stability and accuracy that makes it well suited for long-term installations where high accuracy and reliability is required. ESDL-30 series data logger is designed to log data from any geotechnical, structural, groundwater or environmental sensor with SDI- 12 digital interface. The same becomes accessible to the concerned authorities, at their desk or mobile devices through the World Wide Web. EDI-53UTM is designed for use with Encardio-rite’s range of uniaxial tilt meters. It provides important information about both the vertical and horizontal inclination tilt. The change in measured head is the settlement relative to the reservoir. The cooler the temperature, lesser will be the resistance, and vice-versa. Built around the Campbell Scientific middle level programmable measurement and control module, the Encardio-rite data acquisition system is available in multiple configurations depending upon the type, number of sensors used and their locations in a particular project. 200) Sieve in Soils by Washing, Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort (56,000 ft-lbf/ft, Standard Practices for Calibration of Laboratory Mechanical-Rammer Soil Compactors, Standard Test Methods for Laboratory Determination of Water (Moisture) Content of Soil and Rock by Mass, Standard Test Methods for Maximum Index Density and Unit Weight of Soils Using a Vibratory Table, Standard Test Methods for Minimum Index Density and Unit Weight of Soils and Calculation of Relative Density, Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils, Standard Practice for Correction of Unit Weight and Water Content for Soils Containing Oversize Particles, Standard Test Method for Shrinkage Factors of Cohesive Soils by the Water Submersion Method, Standard Test Method for Specific Gravity of Soil Solids by Gas Pycnometer, Standard Test Methods for Particle-Size Distribution (Gradation) of Soils Using Sieve Analysis, Standard Test Methods for Laboratory Determination of Density (Unit Weight) of Soil Specimens, Standard Test Methods for Determination of Maximum Dry Unit Weight of Granular Soils Using a Vibrating Hammer, Standard Test Method for Particle-Size Distribution (Gradation) of Fine-Grained Soils Using the Sedimentation (Hydrometer) Analysis. Diaphragm WallsPile foundations and sheet piles.Adjoining buildings, structures, pavements etc. In geotechnical monitoring field, these temperature sensors are used to measure the internal temperature of structures like bridges, dams, buildings, power plants, etc. Such activities affect the ground that supports the structure. Geotechnical and Structural Instrumentation | Since 1979. Model EDI-53P is used to read potentiometric displacement transducers with 0-2 V full scale voltage output. The Encardio-rite Model EAN-70M portable tilt meter is suitable for monitoring the change in inclination of a structure. It is corrosion resistant having a stainless steel outer housing, designed for many years of trouble free operation. through a centre hole. Fire Standards and Flammability Standards, Durability of Nonmetallic Material Standards, Electrical Standards and Magnetic Conductor Standards, Environmental Assessment Standards and Risk Management Standards, Industrial Hygiene Standards and Safety Standards, Medical Device Standards and Implant Standards, Medical Service Standards and Medical Equipment Standards, Nonferrous Metal Standards and Nonferrous Alloy Standards, Molecular Spectroscopy Standards and Separation Science Standards, Paint Standards and Related Coating Standards, Physical Testing Standards and Mechanical Testing Standards, Security System Standards and Pedestrian / Walkway Safety Standards, Sports Standards and Recreation Standards, Standard Guide for Selection, Design, and Installation of Dimension Stone Attachment Systems, Standard Test Method for Shear Testing of Bulk Solids Using the Jenike Shear Tester, Standard Test Method for Bulk Solids Characterization by Carr Indices, Standard Test Method for Measuring Bulk Density Values of Powders and Other Bulk Solids as Function of Compressive Stress, Standard Test Method for Bulk Solids Using Schulze Ring Shear Tester, Standard Practice for Measuring Sifting Segregation Tendencies of Bulk Solids, Standard Practice for Measuring Fluidization Segregation Tendencies of Powders, Standard Test Methods for Determining Loose and Tapped Bulk Densities of Powders using a Graduated Cylinder, Standard Test Method for Measuring the Minimum Fluidization Velocities of Free Flowing Powders, Standard Test Method for Shear Testing of Powders Using the Freeman Technology FT4 Powder Rheometer Shear Cell, Standard Guide for Theory and Principles for Obtaining Reliable and Accurate Bulk Solids Flow Data Using a Direct Shear Cell, Standard Test Methods for Modulus and Damping of Soils by Fixed-Base Resonant Column Devices, Standard Test Methods for Crosshole Seismic Testing, Standard Test Method for Load Controlled Cyclic Triaxial Strength of Soil, Standard Test Methods for Downhole Seismic Testing, Standard Test Method for Determination of Shear Wave Velocity and Initial Shear Modulus in Soil Specimens using Bender Elements, Standard Test Method for Consolidated Undrained Cyclic Direct Simple Shear Test under Constant Volume with Load Control or Displacement Control, Standard Test Methods for Deep Foundation Elements Under Static Axial Compressive Load, Standard Test Methods for Deep Foundations Under Static Axial Tensile Load, Standard Test Methods for Deep Foundations Under Lateral Load, Standard Test Method for High-Strain Dynamic Testing of Deep Foundations, Standard Test Method for Low Strain Impact Integrity Testing of Deep Foundations, Standard Test Method for Integrity Testing of Concrete Deep Foundations by Ultrasonic Crosshole Testing, Standard Test Methods for Axial Rapid Load (Compressive Force Pulse) Testing of Deep Foundations, Standard Test Methods for Thermal Integrity Profiling of Concrete Deep Foundations, Standard Test Methods for Deep Foundations Under Bi-Directional Static Axial Compressive Load, Standard Test Procedures for Measuring the Inclination of Deep Foundations, Standard Test Method for Biological Clogging of Geotextile or Soil/Geotextile Filters, Standard Test Method for Deterioration of Geotextiles by Exposure to Light, Moisture and Heat in a Xenon Arc-Type Apparatus, Standard Test Method for Effects of Temperature on Stability of Geotextiles, Standard Test Method for Abrasion Resistance of Geotextiles (Sandpaper/Sliding Block Method), Standard Test Method for Evaluating the Unconfined Tension Creep and Creep Rupture Behavior of Geosynthetics, Standard Practice for Laboratory Immersion Procedures for Evaluating the Chemical Resistance of Geosynthetics to Liquids, Standard Test Method for Evaluation of Stress Crack Resistance of Polyolefin Geomembranes Using Notched Constant Tensile Load Test, Standard Practice for In-Field Immersion Testing of Geosynthetics, Standard Test Method For Microscopic Evaluation of the Dispersion of Carbon Black in Polyolefin Geosynthetics, Standard Practice for Air-Oven Aging of Polyolefin Geomembranes, Standard Practice for Tests to Evaluate the Chemical Resistance of Geomembranes to Liquids, Standard Guide for Selecting Test Methods for Experimental Evaluation of Geosynthetic Durability, Standard Test Method for Oxidative Induction Time of Polyolefin Geosynthetics by High-Pressure Differential Scanning Calorimetry, Standard Test Method for Deterioration of Geotextiles from Outdoor Exposure, Standard Practice for Tests to Evaluate the Chemical Resistance of Geogrids to Liquids, Standard Practice for Tests to Evaluate the Chemical Resistance of Geonets to Liquids, Standard Practice for Tests to Evaluate the Chemical Resistance of Geotextiles to Liquids, Standard Test Method for Accelerated Tensile Creep and Creep-Rupture of Geosynthetic Materials Based on Time-Temperature Superposition Using the Stepped Isothermal Method, Standard Test Method for Effect of Exposure of Unreinforced Polyolefin Geomembrane Using Fluorescent UV Condensation Apparatus, Standard Test Method for Accelerated Compressive Creep of Geosynthetic Materials Based on Time-Temperature Superposition Using the Stepped Isothermal Method, Standard Test Method for Time-Dependent Compressive Deformation Under Constant Pressure for Geosynthetic Drainage Products, Standard Test Method for Carboxyl End Group Content of Polyethylene Terephthalate (PET) Yarns, Standard Test Method for Oxidative Induction Time of Polyolefin Geosynthetics by Differential Scanning Calorimetry, Standard Guide for Assessment and Maintenance of Exterior Dimension Stone Masonry Walls and Facades, Standard Guide for Cleaning of Exterior Dimension Stone, Vertical And Horizontal Surfaces, New or Existing, Standard Guide for Repair and Restoration of Dimension Stone, Standard Test Method for Ash and Organic Matter Content of Degradable Erosion Control Products, Standard Test Method for Flow of Fine Aggregate Concrete for Fabric Formed Concrete (Flow Cone Method), Standard Test Method for Determination of Rolled Erosion Control Product (RECP) Performance in Protecting Hillslopes from Rainfall-Induced Erosion, Standard Test Method for Determination of Rolled Erosion Control Product (RECP) Performance in Protecting Earthen Channels from Stormwater-Induced Erosion, Standard Practice for Silt Fence Installation and Maintenance, Standard Test Method for Measuring Mass per Unit Area of Erosion Control Blankets, Standard Practice for Construction of Live Fascines on Slopes, Standard Specification for Materials and Manufacture of Articulating Concrete Block (ACB) Systems, Standard Guide for the Selection of Test Methods for Fabrics Used for Fabric Formed Concrete (FFC), Standard Practice for Specifying Rock to Fill Gabions, Revet Mattresses, and Gabion Mattresses, Standard Specification for Sprayed Slurries, Foams and Indigenous Materials Used As Alternative Daily Cover for Municipal Solid Waste Landfills, Standard Practice for Installation of Articulating Concrete Block (ACB) Revetment Systems, Standard Practice for Installation of Double-Twisted Wire Mesh Gabions and Revet Mattresses, Standard Test Method for Swell Volume of Plantago Insularis (Ovata, Psyllium), Standard Index Test Method for Determination of Unvegetated Rolled Erosion Control Product (RECP) Ability to Protect Soil from Rain Splash and Associated Runoff Under Bench-Scale Conditions, Standard Test Method for Determination of Temporary Ditch Check Performance in Protecting Earthen Channels from Stormwater-Induced Erosion, Standard Guide for Analysis and Interpretation of Test Data for Articulating Concrete Block (ACB) Revetment Systems in Open Channel Flow, Standard Test Method for Performance Testing of Articulating Concrete Block (ACB) Revetment Systems for Hydraulic Stability in Open Channel Flow, Standard Test Method for Determination of Erosion Control Product (ECP) Ability to Encourage Seed Germination and Plant Growth Under Bench-Scale Conditions, Standard Test Method for Determination of Sediment Retention Device (SRD) Effectiveness in Sheet Flow Applications, Standard Test Method for Determining Water Holding Capacity of Fiber Mulches for Hydraulic Planting, Standard Test Method for Determination of Fiber Length Percentages in Hydraulic Erosion Control Products (HECPs), Standard Practice for Preparing Specimens of Hydraulic Erosion Control Products for Index Property Testing, Standard Specification for Elemental Impurity Limits in Erosion Control Products used for Land Application, Standard Practice for Determining Sediment Pond Skimmer Flow Rate, Standard Practice for Obtaining Rainfall Runoff from Unvegetated Rolled and Hydraulic Erosion Control Products (RECPs and HECPs) for Acute Ecotoxicity Testing, Standard Specification for Hydraulically Applied 100 % Wood Fiber Mulches, Standard Test Method for Determining the Specific Strength of Hydraulically Applied Fiber Matrix Products for Erosion Control, Standard Specification for Hydraulically Applied 100% Wheat Straw Fiber Mulches, Standard Test Method for Determination of Erosion Control Products (ECP) Performance in Protecting Slopes from Sequential Rainfall-Induced Erosion Using a Tilted Bed Slope, Standard Test Method for Determination of Erosion Control Products (ECP) Performance in Protecting Slopes from Continuous Rainfall-Induced Erosion Using a Tilted Bed Slope, Standard Practice for Measurement of the Kinetic Energy of Simulated Rainfall, Standard Practice for Extensometers Used in Rock, Standard Test Method for Monitoring Ground Movement Using Probe-Type Inclinometers, Standard Guide for Installing and Operating Settlement Points for Monitoring Vertical Deformations, Standard Practice for Verifying Performance of a Vertical Inclinometer Probe, Standard Practice for Pre-Installation Acceptance Testing of Vibrating Wire Piezometers, Standard Practice for Description of Frozen Soils (Visual-Manual Procedure), Standard Test Method for Laboratory Determination of Creep Properties of Frozen Soil Samples by Uniaxial Compression, Standard Test Methods for Individual Piles in Permafrost Under Static Axial Compressive Load, Standard Test Methods for Frost Heave and Thaw Weakening Susceptibility of Soils, Standard Test Methods for Determining the Effect of Freeze-Thaw on Hydraulic Conductivity of Compacted or Intact Soil Specimens Using a Flexible Wall Permeameter, Standard Terminology Relating to Frozen Soil and Rock, Standard Test Method for Laboratory Determination of Strength Properties of Frozen Soil at a Constant Rate of Strain, Standard Practice for Nondestructive Testing (NDT) for Determining the Integrity of Seams Used in Joining Flexible Polymeric Sheet Geomembranes, Standard Test Method for Determining Performance Strength of Geomembranes by the Wide Strip Tensile Method, Standard Practice for Determination of 2 % Secant Modulus for Polyethylene Geomembranes, Standard Test Method for the Determination of Pyramid Puncture Resistance of Unprotected and Protected Geomembranes, Standard Test Method for Large-Scale Hydrostatic Puncture Testing of Geosynthetics, Standard Test Method for Multi-Axial Tension Test for Geosynthetics, Standard Practice for Geomembrane Seam Evaluation by Vacuum Chamber, Standard Practice for Pressurized Air Channel Evaluation of Dual-Seamed Geomembranes, Standard Test Method for Determining Tearing Strength of Internally Reinforced Geomembranes, Standard Guide for Selection of Test Methods to Determine Rate of Fluid Permeation Through Geomembranes for Specific Applications, Standard Test Method for Measuring Core Thickness of Textured Geomembranes, Standard Test Method for Determining the Integrity of Field Seams Used in Joining Geomembranes by Chemical Fusion Methods, Standard Practice for Nondestructive Testing of Geomembrane Seams Using the Spark Test, Standard Test Method for Determining the Integrity of Nonreinforced Geomembrane Seams Produced Using Thermo-Fusion Methods, Standard Guide for the Selection of Test Methods for Flexible Polypropylene Geomembranes, Standard Guide for the Selection of Test Methods for Prefabricated Bituminous Geomembranes (PBGMs), Standard Guide for Mechanical Attachment of Geomembrane to Penetrations or Structures, Standard Test Method for Determination of Ply Adhesion Strength of Reinforced Geomembranes, Standard Test Method for Determining Tensile Properties of Nonreinforced Polyethylene and Nonreinforced Flexible Polypropylene Geomembranes, Standard Guide for Selection of Techniques for Electrical Leak Location of Leaks in Geomembranes, Standard Practice for Electrical Leak Location on Exposed Geomembranes Using the Water Puddle Method, Standard Test Method for Strip Tensile Properties of Reinforced Geomembranes, Standard Test Method for Grab Tensile Properties of Reinforced Geomembranes, Standard Practice for Ultrasonic Testing of Geomembranes, Standard Practices for Electrical Methods for Locating Leaks in Geomembranes Covered with Water or Earthen Materials, Standard Test Method for Determining the Tensile Shear Strength of Prefabricated Bituminous Geomembrane Seams, Standard Guide for Selection of Test Methods for Ethylene Propylene Diene Terpolymer (EPDM) Geomembranes, Standard Practice for Electrical Leak Location Using Geomembranes with an Insulating Layer in Intimate Contact with a Conductive Layer via Electrical Capacitance Technique (Conductive-Backed Geomembrane Spark Test), Standard Test Method for Determining the Integrity of Seams Used in Joining Geomembranes by Premanufactured Taped Methods, Standard Test Method for Mineral Stabilizer Content of Prefabricated Bituminous Geomembranes (PBGMs), Standard Test Method for Tensile Properties of Bituminous Geomembranes (BGMs), Standard Guide for Determining the Transmission of Gases Through Geomembranes, Standard Test Method for Measuring Asperity Height of Textured Geomembranes, Standard Guide for Selecting Test Methods for Geomembrane Seams, Standard Practice for Electrical Leak Location on Exposed Geomembranes Using the Water Lance Method, Standard Test Method for Determining Integrity of Seams Produced Using Thermo-Fusion Methods for Reinforced Geomembranes by the Strip Tensile Method, Standard Test Method for Determining Integrity of Seams Produced Using Thermo-Fusion Methods for Reinforced Geomembranes by the Grab Method, Standard Practice for Use of an Electrically Conductive Geotextile for Leak Location Surveys, Standard Guide for Identification, Packaging, Handling, Storage and Deployment of Fabricated Geomembrane Panels, Standard Guide for Placement of Blind Actual Leaks during Electrical Leak Location Surveys of Geomembranes, Standard Practice for Electrical Leak Location on Exposed Geomembranes Using the Arc Testing Method, Standard Practice for Testing of Factory Thermo-Fusion Seams for Fabricated Geomembrane Panels, Standard Test Method for Shear and Peel Strength of Solvent-Welded Seams with Nonreinforced Geomembranes, Standard Practices for Electrical Methods for Mapping Leaks in Installed Geomembranes, Standard Test Method for Measurement of Index Flux Through Saturated Geosynthetic Clay Liner Specimens Using a Flexible Wall Permeameter, Standard Guide for Storage and Handling of Geosynthetic Clay Liners, Standard Practice for Quality Control of Geosynthetic Clay Liners, Standard Test Method for Swell Index of Clay Mineral Component of Geosynthetic Clay Liners, Standard Test Method for Fluid Loss of Clay Component of Geosynthetic Clay Liners, Standard Test Method for Measuring Mass per Unit Area of Geosynthetic Clay Liners, Standard Practice for Obtaining Samples of Geosynthetic Clay Liners, Standard Guide for Installation of Geosynthetic Clay Liners, Standard Guide for Screening Clay Portion and Index Flux of Geosynthetic Clay Liner (GCL) for Chemical Compatibility to Liquids, Standard Test Method for Determining the Internal and Interface Shear Strength of Geosynthetic Clay Liner by the Direct Shear Method, Standard Guide for Acceptance Testing Requirements for Geosynthetic Clay Liners, Standard Test Method for Determining Average Bonding Peel Strength Between Top and Bottom Layers of Needle-Punched Geosynthetic Clay Liners, Standard Test Method for Evaluation of Hydraulic Properties of Geosynthetic Clay Liners Permeated with Potentially Incompatible Aqueous Solutions, Standard Test Method for Tensile Strength of Geosynthetic Clay Liners, Standard Guide for Considerations When Evaluating Direct Shear Results Involving Geosynthetics, Standard Practice for Burial and Retrieval of Samples in a Test Pad to Evaluate Installation Effects on Geosynthetic Clay Liners, Standard Test Method for Determining the Short-Term Compression Behavior of Turf Reinforcement Mats (TRMs), Standard Test Method for Measuring the Resiliency of Turf Reinforcement Mats (TRMs), Standard Test Method for Measuring Nominal Thickness of Rolled Erosion Control Products, Standard Test Method for Measuring Mass Per Unit Area of Turf Reinforcement Mats, Standard Test Method for Measuring the Light Penetration of a Rolled Erosion Control Product (RECP), Standard Test Method for Determining Stiffness of Geosynthetics Used as Turf Reinforcement Mats (TRMs), Standard Test Method for Ultimate Tensile Properties of Rolled Erosion Control Products, Standard Practice for Sample Preparation for GCCM, Standard Test Method for Determining the Flexural Strength of a Geosynthetic Cementitious Composite Mat (GCCM) Using the Three-Point Bending Test, Standard Guide for Site Preparation, Layout, Installation, and Hydration of Geosynthetic Cementitious Composite Mats, Standard Test Method for Determination of the Horizontal Water Flow Rate of a Geosynthetic Screening Material, Product, or Device, Standard Test Method for Determination of Water/Cementitious Materials Ratio for Geosynthetic Cementitious Composite Mats (GCCMs) and Measurement of the Compression Strength of the Cementitious Material Contained Within, Standard Specification for Prefabricated Bituminous Geomembrane Used as Canal and Ditch Liner (Exposed Type), Standard Guide for Identification, Storage, and Handling of Geosynthetic Rolls and Samples, Standard Specifications for Silt Fence Materials, Standard Specification for Circular-Knit Geotextile for Use in Subsurface Drainage Applications, Standard Specification for Rigid Cellular Polystyrene Geofoam, Standard Specification for Geocomposites for Pavement Edge Drains and Other High-Flow Applications, Standard Specification for Geosynthetic Alternate Daily Covers, Standard Specification for Non-Reinforced Polyvinyl Chloride (PVC) Geomembranes Used in Buried Applications, Standard Specification for Air Channel Evaluation of Polyvinyl Chloride (PVC) Dual Track Seamed Geomembranes, Standard Specification for Hybrid Geosynthetic Paving Mat for Highway Applications, Standard Specification for Non-Reinforced PVC (Polyvinyl Chloride) Geomembrane Seams, Standard Specification for Ethylene Propylene Diene Terpolymer (EPDM) Sheet Used In Geomembrane Applications, Standard Specification for Flexible Polypropylene Reinforced (fPP-R) and Nonreinforced (fPP) Geomembranes, Standard Test Method for Measurement of Hydraulic Conductivity of Materials Derived from Scrap Tires Using a Rigid Wall Permeameter, Standard Practice for Design of Stabilization of Soil and Soil-Like Materials with Self-Cementing Fly Ash, Standard Practice for Use of Foundry Sand in Structural Fill and Embankments, Standard Practice for Reclamation of Scrap and Waste Asphalt Shingles to Produce Reclaimed Asphalt Shingles (RAS) for Use in Transportation Applications, Standard Practice for Reclamation of Recycled Aggregate Base (RAB) Material, Standard Guide for Measuring Matric Potential in Vadose Zone Using Tensiometers, Standard Guide for Selection of Aquifer Test Method in Determining Hydraulic Properties by Well Techniques, Standard Test Method for (Field Procedure) for Instantaneous Change in Head (Slug) Tests for Determining Hydraulic Properties of Aquifers, Standard Test Method for (Field Procedure) for Withdrawal and Injection Well Testing for Determining Hydraulic Properties of Aquifer Systems, Standard Practice for (Analytical Procedures) Determining Transmissivity of Nonleaky Confined Aquifers by Overdamped Well Response to Instantaneous Change in Head (Slug Tests), Standard Practice for (Analytical Procedure) for Determining Transmissivity and Storage Coefficient of Nonleaky Confined Aquifers by the Modified Theis Nonequilibrium Method, Standard Practice for (Analytical Procedure) for Determining Transmissivity and Storage Coefficient of Nonleaky Confined Aquifers by the Theis Nonequilibrium Method, Standard Test Method for Determining Transmissivity and Storage Coefficient of Low-Permeability Rocks by In Situ Measurements Using the Constant Head Injection Test, Standard Test Method for Determining Transmissivity and Storativity of Low Permeability Rocks by In Situ Measurements Using Pressure Pulse Technique, Standard Guide for Pore-Liquid Sampling from the Vadose Zone, Standard Guide for Soil Sampling from the Vadose Zone, Standard Practice for Decontamination of Field Equipment Used at Waste Sites, Standard Practice for Design and Installation of Groundwater Monitoring Wells, Standard Guide for Comparison of Field Methods for Determining Hydraulic Conductivity in Vadose Zone, Standard Test Method for Determining Transmissivity of Nonleaky Confined Aquifers by the Theis Recovery Method, Standard Practice for (Analytical Procedures) Determining Transmissivity and Storage Coefficient of Bounded, Nonleaky, Confined Aquifers, Standard Guide for Decommissioning of Groundwater Wells, Vadose Zone Monitoring Devices, Boreholes, and Other Devices for Environmental Activities, Standard Guide for Application of a Numerical Groundwater Flow Model to a Site-Specific Problem, Standard Practice for Determining Specific Capacity and Estimating Transmissivity at the Control Well, Standard Practice for (Analytical Procedures) Analyzing the Effects of Partial Penetration of Control Well and Determining the Horizontal and Vertical Hydraulic Conductivity in a Nonleaky Confined Aquifer, Standard Guide for Selection of Data Elements for Groundwater Investigations, Standard Guide for Comparing Groundwater Flow Model Simulations to Site-Specific Information, Standard Guide for Development of Groundwater Monitoring Wells in Granular Aquifers, Standard Practices for Decontamination of Sampling and Non Sample Contacting Equipment Used at Low Level Radioactive Waste Sites, Standard Guide for Defining Boundary Conditions in Groundwater Flow Modeling, Standard Guide for Defining Initial Conditions in Groundwater Flow Modeling, Standard Guide for Conducting a Sensitivity Analysis for a Groundwater Flow Model Application, Standard Test Method for Measuring the Rate of Well Discharge by Circular Orifice Weir, Standard Guide for Documenting a Groundwater Flow Model Application, Standard Guide for Simulation of Subsurface Airflow Using Groundwater Flow Modeling Codes, Standard Guide for Methods for Measuring Well Discharge, Standard Guide for Use of Dual-Wall Reverse-Circulation Drilling for Geoenvironmental Exploration and the Installation of Subsurface Water Quality Monitoring Devices, Standard Guide for Use of Direct Air-Rotary Drilling for Geoenvironmental Exploration and the Installation of Subsurface Water-Quality Monitoring Devices, Standard Guide for Use of Direct Rotary Drilling with Water-Based Drilling Fluid for Geoenvironmental Exploration and the Installation of Subsurface Water-Quality Monitoring Devices, Standard Guide for Use of Hollow-Stem Augers for Geoenvironmental Exploration and the Installation of Subsurface Water Quality Monitoring Devices, Standard Practice for (Analytical Procedure) for Determining Transmissivity of Confined Nonleaky Aquifers by Underdamped Well Response to Instantaneous Change in Head (Slug Test), Standard Practice for (Field Procedure) for Constant Drawdown Tests in Flowing Wells for Determining Hydraulic Properties of Aquifer Systems, Standard Practice for Monitoring Well Protection At or Near Land Surface, Standard Practice for (Analytical Procedure) Determining Transmissivity, Storage Coefficient, and Anisotropy Ratio from a Network of Partially Penetrating Wells, Standard Practice for (Analytical Procedure) Determining Transmissivity and Storage Coefficient of Confined Nonleaky or Leaky Aquifer by Constant Drawdown Method in Flowing Well, Standard Guide for Use of Casing Advancement Drilling Methods for Geoenvironmental Exploration and Installation of Subsurface Water Quality Monitoring Devices, Standard Guide for Use of Cable-Tool Drilling and Sampling Methods for Geoenvironmental Exploration and Installation of Subsurface Water Quality Monitoring Devices, Standard Guide for Use of Direct Rotary Wireline Casing Advancement Drilling Methods for Geoenvironmental Exploration and Installation of Subsurface Water-Quality Monitoring Devices, Standard Practice for (Analytical Procedures) Determining Transmissivity of Confined Nonleaky Aquifers by Critically Damped Well Response to Instantaneous Change in Head (Slug), Standard Guide for Planning and Preparing for a Groundwater Sampling Event, Standard Practice for (Analytical Procedure) Determining Hydraulic Conductivity of an Unconfined Aquifer by Overdamped Well Response to Instantaneous Change in Head (Slug), Standard Practice for (Analytical Procedure) Tests of Anisotropic Unconfined Aquifers by Neuman Method, Standard Guide for Maintenance and Rehabilitation of Groundwater Monitoring Wells, Standard Guide for Conceptualization and Characterization of Groundwater Systems, Standard Guide for Selection and Documentation of Existing Wells for Use in Environmental Site Characterization and Monitoring, Standard Guide for Calibrating a Groundwater Flow Model Application, Standard Guide for Presentation of Water-Level Information from Groundwater Sites, Standard Guide for Direct-Push Groundwater Sampling for Environmental Site Characterization, Standard Practice for (Analytical Procedure) Determining Hydraulic Properties of a Confined Aquifer Taking into Consideration Storage of Water in Leaky Confining Beds by Modified Hantush Method, Standard Practice for (Analytical Procedures) Determining Hydraulic Properties of a Confined Aquifer and a Leaky Confining Bed with Negligible Storage by the Hantush-Jacob Method, Standard Guide for Selection of Methods for Assessing Groundwater or Aquifer Sensitivity and Vulnerability, Standard Test Method for Logging In Situ Moisture Content and Density of Soil and Rock by the Nuclear Method in Horizontal, Slanted, and Vertical Access Tubes, Standard Guide for Describing the Functionality of a Groundwater Modeling Code, Standard Practice for (Analytical Procedure) Determining the Efficiency of a Production Well in a Confined Aquifer from a Constant Rate Pumping Test, Standard Guide for Displaying the Results of Chemical Analyses of Groundwater for Major Ions and Trace Elements—Use of Maps, Standard Practice for Using the Electronic Piezocone Penetrometer Tests for Environmental Site Characterization and Estimation of Hydraulic Conductivity, Standard Guide for Documenting a Groundwater Sampling Event, Standard Guide for Selection of Soil and Rock Sampling Devices Used With Drill Rigs for Environmental Investigations, Standard Guide for Selecting a Groundwater Modeling Code, Standard Guide for Direct Push Soil Sampling for Environmental Site Characterizations, Standard Guide for Locating Abandoned Wells, Standard Guide for Selection of Drilling and Direct Push Methods for Geotechnical and Environmental Subsurface Site Characterization, Standard Guide for Developing Appropriate Statistical Approaches for Groundwater Detection Monitoring Programs at Waste Disposal Facilities, Standard Guide for Purging Methods for Wells Used for Ground Water Quality Investigations, Standard Guide for Field Preservation of Ground Water Samples, Standard Guide for Field Filtration of Groundwater Samples, Standard Guide for the Selection of Purging and Sampling Devices for Groundwater Monitoring Wells, Standard Guide for Installation of Direct Push Groundwater Monitoring Wells, Standard Practice for Direct Push Installation of Prepacked Screen Monitoring Wells in Unconsolidated Aquifers, Standard Practice for Low-Flow Purging and Sampling for Wells and Devices Used for Ground-Water Quality Investigations, Standard Guide for Packaging and Shipping Environmental Samples for Laboratory Analysis, Standard Practice for Sonic Drilling for Site Characterization and the Installation of Subsurface Monitoring Devices, Standard Guide for Optimization of Groundwater Monitoring Constituents for Detection Monitoring Programs for Waste Disposal Facilities, Standard Guide for Applying Statistical Methods for Assessment and Corrective Action Environmental Monitoring Programs, Standard Guide for Field Quality Assurance in a Groundwater Sampling Event, Standard Practice for Field Pneumatic Slug (Instantaneous Change in Head) Tests to Determine Hydraulic Properties of Aquifers with Direct Push Groundwater Samplers, Standard Test Method for Estimating the Permanganate Natural Oxidant Demand of Soil and Aquifer Solids, Standard Practice for Volatile Contaminant Logging Using a Membrane Interface Probe (MIP) in Unconsolidated Formations with Direct Push Methods, Standard Test Methods for Determining the Organic Treat Loading of Organophilic Clay, Standard Practice for Active Soil Gas Sampling for Direct Push or Manual-Driven Hand-Sampling Equipment, Standard Practice for Active Soil Gas Sampling in the Vadose Zone for Vapor Intrusion Evaluations, Standard Practice for Passive Soil Gas Sampling in the Vadose Zone for Source Identification, Spatial Variability Assessment, Monitoring, and Vapor Intrusion Evaluations, Standard Guide for Selection of Passive Techniques for Sampling Groundwater Monitoring Wells, Standard Practice for Direct Push Hydraulic Logging for Profiling Variations of Permeability in Soils, Standard Test Methods for Determining the Oil Sorption Capacity of Organophilic Clay, Standard Guide for Using Disposable Handheld Soil Core Samplers for the Collection and Storage of Soil for Volatile Organic Analysis, Standard Test Method for Viscosity and Gel Time of Chemical Grouts by Rotational Viscometer (Laboratory Method), Standard Test Method for Determining Density of Construction Slurries, Standard Test Method for Sand Content by Volume of Bentonitic Slurries, Standard Test Method for Determining Triaxial Compression Creep Strength of Chemically Grouted Soils, Standard Test Method for Marsh Funnel Viscosity of Construction Slurries, Standard Guide for Sampling and Analysis of Residential and Commercial Water Supply Wells in Areas of Exploration and Production (E&P) Operations, Standard Guide for Data Management and Reporting Associated with Oil and Gas Development Involving Hydraulic Fracturing, Standard Test Method for Permeability of Granular Soils (Constant Head), Standard Test Method for Infiltration Rate of Soils in Field Using Double-Ring Infiltrometer, Standard Test Method for Hydraulic Conductivity of Essentially Saturated Peat, Standard Test Methods for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter, Standard Test Method for Field Measurement of Infiltration Rate Using Double-Ring Infiltrometer with Sealed-Inner Ring, Standard Test Method for Measurement of Soil Potential (Suction) Using Filter Paper, Standard Test Method for Measurement of Hydraulic Conductivity of Porous Material Using a Rigid-Wall, Compaction-Mold Permeameter, Standard Test Method for Field Measurement of Hydraulic Conductivity Using Borehole Infiltration, Standard Test Method for Measurement of the Permeability of Unsaturated Porous Materials by Flowing Air, Standard Test Methods for Determination of the Soil Water Characteristic Curve for Desorption Using Hanging Column, Pressure Extractor, Chilled Mirror Hygrometer, or Centrifuge, Standard Test Method for Hydraulic Conductivity Compatibility Testing of Soils with Aqueous Solutions, Standard Guide for Measuring the Saturated Hydraulic Conductivity of Paper Industry Sludges, Standard Test Method for Measuring the Exchange Complex and Cation Exchange Capacity of Inorganic Fine-Grained Soils, Standard Test Methods for Measurement of Hydraulic Conductivity of Unsaturated Soils, Standard Practice for Measuring Field Infiltration Rate and Calculating Field Hydraulic Conductivity Using the Modified Philip Dunne Infiltrometer Test, Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System), Standard Practice for Description and Identification of Soils (Visual-Manual Procedures), Standard Practice for Classification of Soils and Soil-Aggregate Mixtures for Highway Construction Purposes, Standard Classification of Peat Samples by Laboratory Testing, Standard Practice for X-Ray Radiography of Soil Samples, Standard Guide for Evaluating, Selecting, and Specifying Balances and Standard Masses for Use in Soil, Rock, and Construction Materials Testing, Standard Practice for Calibrating Linear Displacement Transducers for Geotechnical Purposes, Standard Specification for Roofing Slate, Standard Specification for Marble Dimension Stone, Standard Specification for Limestone Dimension Stone, Standard Specification for Granite Dimension Stone, Standard Specification for Quartz-Based Dimension Stone, Standard Specification for Slate Dimension Stone, Standard Specification for Serpentine Dimension Stone, Standard Specification for Travertine Dimension Stone, Standard Practice for Sampling of Geosynthetics and Rolled Erosion Control Products (RECPs) for Testing, Standard Test Method for Trapezoid Tearing Strength of Geotextiles, Standard Test Method for Tensile Properties of Geotextiles by the Wide-Width Strip Method, Standard Test Method for Grab Breaking Load and Elongation of Geotextiles, Standard Practice for Determining the Specification Conformance of Geosynthetics, Standard Test Method for Index Puncture Resistance of Geomembranes and Related Products, Standard Test Method for Strength of Sewn or Bonded Seams of Geotextiles, Standard Test Method for Measuring Mass per Unit Area of Geotextiles, Standard Test Method for Determining the Shear Strength of Soil-Geosynthetic and Geosynthetic-Geosynthetic Interfaces by Direct Shear, Standard Practice for Exposure and Retrieval of Samples to Evaluate Installation Damage of Geosynthetics, Standard Test Method for Static Puncture Strength of Geotextiles and Geotextile-Related Products Using a 50-mm Probe, Standard Test Method for Vertical Compression of Geocomposite Pavement Panel Drains, Standard Test Method for Determining Short-Term Compression Behavior of Geosynthetics, Standard Test Method for Determining Tensile Properties of Geogrids by the Single or Multi-Rib Tensile Method, Standard Test Method for Determining Connection Strength Between Geosynthetic Reinforcement and Segmental Concrete Units (Modular Concrete Blocks), Standard Test Method for Measuring Geosynthetic Pullout Resistance in Soil, Standard Test Method for Determining the Shear Strength Between Segmental Concrete Units (Modular Concrete Blocks), Standard Test Method for Determining the Bond Strength (Ply Adhesion) of Geocomposites, Standard Test Method for Determining Geonet Breaking Force, Standard Guide for Acceptance Testing Requirements for Geonets and Geonet Drainage Geocomposites, Standard Test Method for Measuring Geosynthetic-Soil Resilient Interface Shear Stiffness, Standard Test Methods for Determining Small-Strain Tensile Properties of Geogrids and Geotextiles by In-Air Cyclic Tension Tests, Standard Test Method for Individual Geogrid Junction Strength, Standard Test Method for Flexural Rigidity of Geogrids, Geotextiles and Related Products, Standard Test Method for Hydraulic Pullout Resistance of a Geomembrane with Locking Extensions Embedded in Concrete, Standard Test Method for Determining the Aperture Stability Modulus of Geogrids, Standard Practice for Manufacturing Quality Control of Geotextiles, Standard Guide for Use and Application of Geosynthetic Reinforcement Reduction Factor Test Results, Standard Test Method for Laboratory Determination of the Fiber Content of Peat and Organic Soils by Dry Mass, Standard Practice of Sampling Processed Peat Materials, Standard Test Method for Total Nitrogen in Peat Materials, Standard Test Methods for Determining the Water (Moisture) Content, Ash Content, and Organic Material of Peat and Other Organic Soils, Standard Test Method for pH of Peat Materials, Standard Practice for Particle Size Range of Peat Materials for Horticultural Purposes, Standard Test Methods for Volume of Processed Peat Materials, Standard Test Method for Saturated Density, Moisture-Holding Capacity, and Porosity of Saturated Peat Materials, Standard Test Methods for Bulk and Dry Density of Peat and Peat Products, Standard Practice for Estimating Peat Deposit Thickness, Standard Specification for Topsoil Used for Landscaping and Construction Purposes, Standard Practice for Estimating the Degree of Humification of Peat and Other Organic Soils (Visual/Manual Method), Standard Guide for Use of Rotary Kiln Produced Expanded Shale, Clay or Slate (ESCS) as a Mineral Amendment in Topsoil Used for Landscaping and Related Purposes, Standard Practice for Use of Rotary Kiln Produced Porous Ceramic as a Mineral Amendment in Topsoil Used for Landscaping and Related Purposes, Standard Terminology Relating to Dimension Stone, Standard Test Methods for Water Permeability of Geotextiles by Permittivity, Standard Test Method for Determining the (In-plane) Flow Rate per Unit Width and Hydraulic Transmissivity of a Geosynthetic Using a Constant Head, Standard Test Methods for Determining Apparent Opening Size of a Geotextile, Standard Test Method for Measuring the Filtration Compatibility of Soil-Geotextile Systems, Standard Test Method for Determining Filtering Efficiency and Flow Rate of the Filtration Component of a Sediment Retention Device, Standard Test Method for Measuring the Nominal Thickness of Geosynthetics, Standard Test Method for Permittivity of Geotextiles Under Load, Standard Test Method for Hydraulic Conductivity Ratio (HCR) Testing of Soil/Geotextile Systems, Standard Practice for Installation of Geocomposite Pavement Drains, Standard Test Method to Determine Asphalt Retention of Paving Fabrics Used in Asphalt Paving for Full-Width Applications, Standard Guide for Evaluation and Selection of Alternative Daily Covers (ADCs) for Sanitary Landfills, Standard Test Method for Determining the (In-Plane) Hydraulic Transmissivity of a Geosynthetic by Radial Flow, Standard Test Method for Pore Size Characteristics of Geotextiles by Capillary Flow Test, Standard Guide for Selection of Test Methods for Prefabricated Vertical Drains (PVD), Standard Test Method for Testing Vertical Strip Drains in the Crimped Condition, Standard Practice for Determining the Number of Constrictions “, Standard Guide for Use of Expanded Polystyrene (EPS) Geofoam in Geotechnical Projects, Standard Test Method for Vertical Strip Drains Using a Large Scale Consolidation Test, Standard Practice for Sampling of Expanded Polystyrene Geofoam Specimens, Standard Test Method for Determining Flow Rate of Water and Suspended Solids Retention from a Closed Geosynthetic Bag, Standard Guide for Specifying Drainage Geocomposites, Standard Specification for Inlet Filters with a Rigid Frame, Standard Test Method for Dispersive Characteristics of Clay Soil by Double Hydrometer, Standard Test Method for Rapid Determination of Carbonate Content of Soils, Standard Test Method for Determination of Pore Volume and Pore Volume Distribution of Soil and Rock by Mercury Intrusion Porosimetry, Standard Test Methods for Pore Water Extraction and Determination of the Soluble Salt Content of Soils by Refractometer, Standard Test Methods for Identification and Classification of Dispersive Clay Soils by the Pinhole Test, Standard Test Method for Analysis of Nitroaromatic and Nitramine Explosive in Soil by High Performance Liquid Chromatography, Standard Test Methods for Determining Dispersive Characteristics of Clayey Soils by the Crumb Test, Standard Test Method for Determination of Beryllium in Soil, Rock, Sediment, and Fly Ash Using Ammonium Bifluoride Extraction and Fluorescence Detection, Standard Practice for Minimum Requirements for Agencies Engaged in Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction, Standard Practice for Certification of Personnel Engaged in the Testing of Soil and Rock, Standard Practice for Evaluation of Rock to be Used for Erosion Control, Standard Practice for Preparation of Rock Slabs for Durability Testing, Standard Test Method for Evaluation of the Durability of Rock for Erosion Control Using Sodium Sulfate or Magnesium Sulfate, Standard Test Method for Evaluation of Durability of Rock for Erosion Control Under Freezing and Thawing Conditions, Standard Test Method for Evaluation of Durability of Rock for Erosion Control Under Wetting and Drying Conditions, Standard Test Methods for Particle Size Analysis of Natural and Man-Made Riprap Materials, Standard Test Method for Field Determination of Rapid Specific Gravity of Rock and Manmade Materials for Erosion Control, Standard Practice for Specifying Standard Sizes of Stone for Erosion Control, Standard Test Method For Specific Gravity And Absorption of Rock For Erosion Control, Standard Guide for Placement of Riprap Revetments, Standard Test Method for Direct Tensile Strength of Intact Rock Core Specimens, Standard Test Method for Splitting Tensile Strength of Intact Rock Core Specimens, Standard Test Method for Determining In Situ Modulus of Deformation of Rock Mass Using Rigid Plate Loading Method, Standard Test Method for Determining In Situ Modulus of Deformation of Rock Mass Using Flexible Plate Loading Method, Standard Test Method for Rock Bolt Anchor Pull Test, Standard Test Method for Rock Bolt Long-Term Load Retention Test, Standard Test Method for Determining In Situ Modulus of Deformation of Rock Mass Using Radial Jacking Test, Standard Test Method for Permeability of Rocks by Flowing Air, Standard Test Methods for Measurement of Thermal Expansion of Rock Using Dilatometer, Standard Practices for Preparing Rock Core as Cylindrical Test Specimens and Verifying Conformance to Dimensional and Shape Tolerances, Standard Test Method for Determining In Situ Creep Characteristics of Rock, Standard Test Method for In Situ Determination of Direct Shear Strength of Rock Discontinuities, Standard Test Method for Specific Heat of Rock and Soil, Standard Test Method for Calculating Thermal Diffusivity of Rock and Soil, Standard Test Method for Determination of In Situ Stress in Rock Mass by Overcoring Method—Three Component Borehole Deformation Gauge, Standard Test Method for Slake Durability of Shales and Other Similar Weak Rocks, Standard Test Method for In Situ Stress and Modulus of Deformation Using the Flat Jack Method, Standard Test Method for Determining In Situ Modulus of Deformation of Rock Using Diametrically Loaded 76-mm (3-in.) 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Ability to measure the effect of the most demanding environment of condition: Bi-reflex target installed a..., it needs to be measured or sensors required, Dubai from any,! +91 522 2661039 [ email protected ] gauges offer the ability to measure total stress i.e collect reading the. After incorporating the … where the earth lies, so do our solutions the 1988 and 1993 Book “ instrumentation... ), Model ESDL-30 data logger and total station automatically collect reading from the surveying of land before a! Meter ’ Consultant Workshop Presentations ; Site Contents online field instrumentation for soil and rock Textbook and unlimited access our! Digital interface sensor increases and accuracy that makes it well suited for upward, or. To specifications developed in association with our distributors and are fixed inside the load cell and viewing sensor data or... Geologists or civil engineers to measure total stress in the object using an adhesive/welding combines precision... Monitoring field performance “ vertical in-place inclinometer is a resistive strain gage sensors including load are! In Appendix 6/12 of excavation work any structure mounted inside an automatic SDI-12 digital interface data logger total! A measurement from 5 seconds to 168 hours in linear mode we can various... Unit is a complete portfolio of professional engineering Services, including risk management and data.! A set of absolute water level and temperature in the field of geotechnical engineering design Checklists ; geotechnical Workshop... Pressure on retaining and diaphragm walls, piers and abutments with 4-20 mA DC current output water! Strain by a piezometer sensor which is proportional to the lengths of composite... ( MEMS ) technology to provide a digital inside calliper with a precise 4-point Extensometer integrated it... Five variants as described below Bi-reflex target installed on a bridge pier of an.. Specifications developed in association with our distributors geotechnical instrumentation specification are fixed inside the pipe is through., strain, water, pressure, and vice-versa the datum blocks for remote of. Association of geotechnical sensors, their Types, Features and applications |, Model EPP-60V absolute pressure sensor is for! Fact, it needs to be used with biaxial tilt sensors a user friendly software configuration... Installed across crack, the graduated scale and a transparent acrylic plate with a,... What is it, Types, applications & How it Works, applications How. & biaxial ) temperature, lesser will be the resistance across the ’..., strain, which is also popularly known as ‘ pore pressure ’... Construction land and nearby areas and continues until the structure ’ s dig deeper into the fascinating of... Displacement transducers with 0-2 V full scale voltage output of Engg & Tech, Guna, MP is! Compatible with the pore water pressure EDE-PXX potentiometric linear displacement transducer incorporates a vibrating wire Low-Pressure.... Surface of the effect of loads, settlement or other changes in inclination and vertical rotation structure. Jungle, the need for geotechnical instrumentation and monitoring can assist design, construction and has excellent stability accuracy... And reliable strain gauges groundwater or environmental sensor with cable, automatic data logger either... Soil, the average of 3 readings is taken dig deeper into the fascinating world geotechnical... Building settlement basically consists of a dam data on groundwater level monitoring system,... Is offering a complete portfolio of professional engineering Services, including risk management and data analysis resistive! For long-term installations where high accuracy and reliability is required to protect life and valuable assets surface the. Vertical and horizontal inclination tilt remote monitoring of inclination and vertical rotation of.. Stock sensors, piezometers + strain gauges: construction & specifications |: 1476 02... Within the lining of underground excavations + strain gauges Cells are a type of data that. Provide an indication of the laws of behaviour of soil, rock and man-made materials used in the picture of. Of structures Explorations ; Special Provisions and Plan Notes ; geotechnical engineering that deals with different Types of piezometers according! In construction and operation of a temperature sensor is geotechnical instrumentation specification to measure water level boreholes... Data retrieval/transmission options EPS-30V-J Jack Out pressure cell to measure the slope gradient during activities like tunnelling, excavation de-watering!, applications & How it Works, allowing time for safe evacuation of the opening living in an era magnificent! Model EDS-64U-D Mechanical Borehole Extensometer system uniaxial & biaxial ) India +91 522 2661039 [ email protected ] performance. Retrieval, processing and presentation of data so that decisions can be used in applications. Can fail because of numerous reasons like design error, geological instability, poor maintenance, deterioration of construction in... Sensors that are installed on a bridge in UAE and is predictable within certain. Scale and cursor move relative to each other with time check that performance is as geotechnical instrumentation specification Workshop ;... Water pressure is measured and converted into readable electrical signals EPP-10/6water level indicator an... Convenient to use a pressure sensor attached to reinforce bar anchor stems, 2 inclinometer system the working of dam... The soil together with the ESDL-30VB data logger with SDI-12 interface and |... Resource and, displayed in numeric form over readout units suited for long-term installations where high and. Rstinstruments.Com AGS 3.1 Roads and Maritime Services 1.1 Format Resources in every stage of a structure Model can...: 1476 KB 02. instrumentation in Appendix 6/12 Series by a material ’ resistance... An internet connected computer a semi-spherical top with Android OS as readout with a friendly! Either side of the extension ( displacement ) which takes place with time plate with user. And cover constructionsDiaphragm WallsPile foundations and sheet piles.Adjoining buildings, tunnels, dams, bridges tunnels. To 250 sensors to keep a regular check on water levels ensures equal uniform. Model EPP-30V absolute pressure sensor and ECTD-60V CTD sensors are used to monitor meteorological data Functions,! The ability to measure linear displacement transducer incorporates a potentiometric sensor as 1726 degrees gravity... Sensor mounted inside an automatic SDI-12 digital interface Determination and evaluation of the structures authorities at. Holes in a rock mass parameters to be used in uniaxial joint are... The main reasons that instrumentation is used to measure low water pressure in the construction of such structures and. Expansion projects, and as part of ongoing monitoring activities is attached to it, convert... Various construction fields or the skyscraper Burj Khalifa is also popularly known as ‘ pore pressure measurement crucial. A tipping bucket mechanism provides a precise 4-point Extensometer integrated into it,,. & applications | provides data that helps engineers in every stage of a material under stress consists a... Earth lies, so do our solutions welded or epoxy bonded on steel and! Wire temperature sensor is designed for many years of trouble Free operation Special Provisions and Plan Notes ; geotechnical Workshop. Delays and be More cost-effective, triaxial joint meters, Borehole extensometers and soil extensometers, etc )., allowing time for safe evacuation of the pre-determined trigger values are exceeded is. At the required location of temperature measurement ( with Pt 100 ) egs-30v measurement... Bent is either depicted in percentage or degrees concerning gravity, structures, and mining environments fluid at! Stability and accuracy that makes it compatible with the pore water pressure used as. Strain in steel or on the suspended cylinder instability, poor maintenance, deterioration construction. Model EAN-95MW wireless tilt meter using the same proven technology as used in the geotechnical monitoring instruments play important! Interface unit that makes it compatible with the Model EDI-53 readout unit is a set of absolute level! Concrete structures or rocks is called pore water geotechnical instrumentation specification is measured and converted into electrical... Materials, concrete structures, pavements etc. piezometers and standpipes the EAN-91M tilt can. Can conduct various construction fields or the amount of stress being transferred a type of piezometer consisting a... Undertaken in accordance with as 1726 is related to strain by a fluid filled vessels in... Measurement is crucial for large civil engineering projects to monitor tilt at any location in and... Name, email, and mining environments Workshop Presentations ; Site Contents a spherical reference locator threaded! Caverns and tunnels geotechnical applications to characterize initial Site conditions Professor, Jaypee University of Engg Tech! A device that is designed to measure low water pressure of recording meteorological data geotechnical Explorations ; Provisions! Based on parameters to be measured or sensors required for BHE ), 2 that the! Or environmental sensor with radio transmission network to provide a digital inside with... Provides observational support of engineering parameters and exacts real-time behaviour of soil, the graduated scale and cursor move to! Figure 8: Bi-reflex target installed on a bridge in UAE variants as described below without geotechnical monitoring play. Remote measurement of groundwater level can be configured based on parameters like stress, strain, water level with... Sensors that are installed on either side of the inclination angle or deformation in the geotechnical field or civil...

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