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CEN ISO/TS 17892-7:2004

Geotechnical investigation and testing - Laboratory testing of soil - Part 7: Unconfined compression test on fine-grained soil

General information
Withdrawn from 01.03.2018
Base Documents
ISO/TS 17892-7:2004; CEN ISO/TS 17892-7:2004 + AC:2005
Directives or regulations
None
Standard history
Status
Date
Type
Name
01.03.2018
Main
05.01.2005
Main
This document covers the determination of an approximate value of the unconfined compressive strength for a square or cylindrical water-saturated homogeneous specimen of undisturbed or remoulded cohesive soil of sufficiently low permeability to keep itself undrained during the time it takes to perform the test within the scope of geotechnical investigations according to prEN 1997-1 and -2. The unconfined compressive strength of cohesive soils is a measure of the apparent cohesion. A cohesive soil behaves as if it is truly cohesive, e.g. clay and clayey soils, but most soils in this group behave cohesively due to negative pore pressure and friction and not due to actual cohesion.
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