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About This Item
Full Description
This document is applicable to the laboratory determination of undrained triaxial shear strength under compression loading within the scope of geotechnical investigations.
The cylindrical specimen, which can comprise undisturbed, re-compacted, remoulded or reconstituted soil, is subjected to an isotropic stress under undrained conditions and thereafter is sheared under undrained conditions. The test allows the determination of shear strength and stress-strain relationships in terms of total stresses.
Non-standard procedures such as tests with the measurement of pore pressure or tests with filter drains are not covered in this document.
Cross References:
ISO 17892-2
ISO 17892-1
ISO 17892-3
ISO 14688-1
EN 1997-1:2004
EN 1997-2:2007
ISO 7500-1
All current amendments available at time of purchase are included with the purchase of this document.
Document History
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BS EN ISO 17892-8:2018
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Geotechnical investigation and testing. Laboratory testing of soil-Unconsolidated undrained triaxial test- Most Recent
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BS 1377-7:1990
Methods of test for soils for civil engineering purposes-Shear strength tests (total stress)- Historical Version
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BS 1377:1975
Methods of test for soils for civil engineering purposes- Historical Version