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DS DS/CEN ISO/TS 17892-9 Geotechnical investigation and testing - Laboratory testing of soil - Part 9: Consolidated triaxial compression tests on water saturated soil (ISO/TS 17892-9:2004)


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DS DS/CEN ISO/TS 17892-9 Document Information:

Title
Geotechnical investigation and testing - Laboratory testing of soil - Part 9: Consolidated triaxial compression tests on water saturated soil (ISO/TS 17892-9:2004)

Geoteknisk undersøgelse og prøvning - Laboratorieprøvning af jord - Del 9: Konsolideret triaksial trykprøvning på vandmættet jord

Dansk Standard

Publication Date:
Nov 29, 2004

Scope:

This Technical Specification covers the determination of stress-strain relationships and effective stress paths for a cylindrical, water-saturated ) specimen of undisturbed, remoulded or reconstituted soil when subjected to an isotropic or an anisotropic stress under undrained or drained conditions and thereafter sheared under undrained or drained conditions within the scope of the geotechnical investigations according to ENV 1997 parts 1 and 2. The test methods provide data that are appropriate to present tables and plots of stress versus strain, and effective stress paths.
Special procedures such as:
a) tests with lubricated ends;
b) tests with local measurement of strain or local measurement of pore pressure;
c) tests without rubber membranes;
d) extension tests;
e) shearing where cell pressure varies;
f) shearing at constant volume (no pore pressure change)
are not covered.
The conventional triaxial apparatus is not well suited for measurement of the initial moduli at very small strains. However, strains halfway up to failure are considered to be large enough to be measured in conventional triaxial cells.

Keywords:

COMPRESSION
CONSTRUCTION
DEFINITIONS
GEOTECHNICS
ILLUSTRATIONS
INTERPRETATIONS
INVESTIGATIONS
LABORATORY TESTS
MATHEMATICAL CALCULATIONS
SOIL SAMPLING
SOIL SURVEYS
TERMINOLOGY
TEST REPORTS
WATER SATURATION
SAMPLING
TOPOGRAPHY

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