BS 1377-7 Accredited Testing Labs Worldwide
22 accredited laboratories in 3 countries hold BS 1377-7 in their ISO/IEC 17025 scope. Primary accreditors include United Kingdom Accreditation Service. In the register, BS 1377-7 scope entries most often cover Undrained Shear Strength, Permeability, Dry Density/Water Content Relationship in Drinking water, Soil, Oil.
Available in 3 Countries
Top matrices for BS 1377-7
Top analytes for BS 1377-7
- Undrained Shear Strength (3)
- Permeability (2)
- Dry Density/Water Content Relationship (1)
- Liquid Limit (1)
- Mcv (1)
- Moisture Condition Value (1)
- Moisture Content (1)
- Liquidity Index (1)
Sample labs
BS 1377-7:1990 A Shear strength by the large shearbox apparatus BS 1377-2:2022 A Unconsolidated undrained triaxial test BS 1377-2:2022 A In-situ density (sand replacement method – large pouring cylinder)
BS 1377-7:1990 Undrained shear strength - triaxial compression with multistage loading and without measurement of pore pressure BS 1377-7:1990 Effective shear strength – consolidated-undrained triaxial compression
BS 1377-7:1990 A Undrained shear strength - triaxial compression with multistage loading and without measurement of pore pressure BS 1377-7:1990 A Consolidated-undrained triaxial compression test with measurement of p
Parameter/Equipment Range CMC2 (±) Comments Location9 Desiccator – Diameter & Height Volume Up to 300 mm Up to 2000 cm³ 0.02 mm 1.6 cm3 Caliper In-house method GMCL-TP53 Yanbu
BS 1377-7:1990 Laboratory Shear strength by direct shear (large shearbox apparatus) BS 1377-7:1990 Laboratory Undrained shear strength - triaxial compression without measurement of pore pressure BS 1377-7:1990 Laboratory
BS 1377-7:1990 A Undrained shear strength - triaxial compression with multistage loading and without measurement of pore pressure (loads from 0.2 to 10 kN) BS 1377-7:1990 A Determination of the vertical deformation and
BS 1377-7:1990 Laboratory Shear strength – small shearbox BS 1377-2:2022 Laboratory Shear strength – large shearbox BS 1377-2:2022 Laboratory Effective angle of internal friction and effective cohesion of earthwor
BS 1377-7:1990 A, X Undrained shear strength - triaxial compression with multistage loading and without measurement of pore pressure BS 1377-7:1990 A, X In-situ density - sand replacement method (large pouring cylinder
BS 1377-7:1990 END
BS 1377-7:1990 Aston Clinton Unconfined compressive strength - load frame method BS 1377-7:1990 Aston Clinton Unconfined Compression Test BS 1377-2:2022 Aston Clinton Hand Held Shear Vane NZ Geotechnical Society
BS 1377-7:1990 Laboratory Determination of Swelling Pressure BS 1377-2:2022 Laboratory Undrained shear strength in triaxial compression with multistage loading and without measurement of pore pressure BS 1377-7:1990 La
BS 1377-7:1990 A Undrained shear strength in triaxial compression with multistage loading and without measurement of pore pressure BS 1377-7:1990 A Geotechnical investigation and testing – Identification and classificatio
BS 1377-7 Sec. 8 Test Method for One Dimensional Consolidation Properties of Soils Using Incremental Loading ASTM D2435/D2435M Test Method for Prebored Pressuremeter Testing in Soils ASTM D4719 Efficiency of a Production Well in Confin
BS 1377-7:1990
BS 1377-7:1990 Undrained shear strength - triaxial compression with multistage loading and without measurement of pore pressure BS 1377-7:1990 Liquid limit - cone penetrometer - one point BS 1377-2:2022 Plastic lim
BS 1377-7:1990 A Undrained shear strength - triaxial compression with multistage loading and without measurement of pore pressure BS 1377-7:1990 A Shear strength by direct shear (small shearbox apparatus) BS 1377-7:1990
BS 1377-7:1990 A Determination of effective angle of internal friction and effective cohesion of earthworks materials (using 300mm shearbox) MCHW SHW HMSO Feb 2016, clause 636 A Determination of coefficient of frictio
BS 1377-7:1990 A Determination of shear strength by direct shear - small shearbox apparatus BS 1377-7:1990 A Determination of shear strength by direct shear - small shearbox apparatus BS 1377-2:2022 A Moisture con
BS 1377-7:1990 Undrained shear strength in triaxial compression with multistage loading and without measurement of pore pressure BS 1377-7:1990
BS 1377-7:1990 BS 1377-2:2022 Laboratory Residual strength - small ring shear apparatus BS 1377-7:1990 BS 1377-2:2022 Laboratory Unconfined compressive strength - load frame method BS 1377-7:1990 Laboratory Undraine
BS 1377-7:1990 Laboratory In-situ density – sand replacement method (large pouring cylinder) BS 1377-9:1990 Site
BS 1377-7: 1990 Laboratory In-situ density - core cutter method BS 1377-9:1990 Site In-situ density - sand replacement method (large pouring cylinder) BS 1377-9:1990 Site In-situ bulk density - nuclear method