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About This Item
Full Description
This document is applicable to the laboratory determination of 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 or an anisotropic stress under drained conditions and thereafter is sheared under undrained or drained conditions. The test allows the determination of shear strength, stress-strain relationships and effective stress paths. All stresses and strains are denoted as positive numerical values in compression.
Cross References:
ISO 14688-1
ISO 17892-1
ISO 17892-2
ISO 17892-3
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 17892-9:2018
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Geotechnical investigation and testing. Laboratory testing of soil-Consolidated triaxial compression tests on water saturated soils- Most Recent
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BS 1377-8:1990
Methods of test for soils for civil engineering purposes-Shear strength tests (effective stress)- Historical Version
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BS 1377:1975
Methods of test for soils for civil engineering purposes- Historical Version