20 laboratories in United Kingdom are accredited by UKAS under ISO/IEC 17025 to perform BS 1377-7 testing. These labs commonly handle Drinking water, Soil matrices. Most frequently tested analytes via this method in United Kingdom: Undrained Shear Strength. From the accredited scope text: “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 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 Labo” “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 coeff” “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 Geotechni”
Merseyside, GB
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)
Gloucester, GB
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
Tyne & Wear, GB
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
Carmarthenshire, GB
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
Huntingdon, GB
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
Doncaster, GB
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
Dorset, GB
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
Peterborough, GB
BS 1377-7:1990 END
Scotland, GB
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
Dukinfield, GB
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
Liverpool, GB
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
Norfolk, GB
BS 1377-7:1990
Stirlingshire, GB
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
Gwynedd, GB
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
Glasgow, GB
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
Glasgow, GB
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
Coventry, GB
BS 1377-7:1990 Undrained shear strength in triaxial compression with multistage loading and without measurement of pore pressure BS 1377-7:1990
Leeds, GB
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
Milton Keynes, GB
BS 1377-7:1990 Laboratory In-situ density – sand replacement method (large pouring cylinder) BS 1377-9:1990 Site
Liverpool, GB
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
This page is a fixed slice of the register: every BS 1377-7 scope we hold for United Kingdom. Search narrows it further by city, accreditation body, or a term from the scope text itself.
Search labs in United KingdomUnited Kingdom Accreditation Service (UKAS) is the primary accreditation body issuing ISO/IEC 17025 accreditation for testing laboratories in United Kingdom.
ISO/IEC 17025 is the international standard for the competence of testing and calibration laboratories. Accreditation to this standard provides independent confirmation that a laboratory operates a quality management system and is technically competent to produce valid results within its declared scope.