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ISO 17892-8:2018

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ISO 17892-8:2018

Geotechnical investigation and testing — Laboratory testing of soil — Part 8: Unconsolidated undrained triaxial test

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ISO 17892-8:2018 specifies a method for unconsolidated undrained triaxial compression tests.
ISO 17892-8:2018 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.
NOTE This document fulfils the requirements of unconsolidated undrained triaxial compression tests for geotechnical investigation and testing in accordance with EN 1997-1 and EN 1997-2.

Author ISO/TC 182 Geotechnics
Editor ISO
Document type Standard
Format Paper
Edition 1
ICS 13.080.20 : Physical properties of soils
Number of pages 14
Replace ISO/TS 17892-8:2004
ISO/TS 17892-8:2004/Cor 1:2006
Weight(kg.) 0.1238
Year 2018
Country Switzerland