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Shear strength parameters and microstructure characteristics of quick clay of extremely high water content
Clay of extremely high sensitivity and extremely high water content was investigated with respect to strength characteristics; in addition, constituents and microstructure of clay were examined; microstructural investigations based on electron-microscopy indicate clay microstructure to be characterized by extremely open three-dimensional network of particles and particle groups; shear strength characteristics were determined by triaxial tests, direct shear tests and unconfined compression tests.
Shear strength parameters and microstructure characteristics of quick clay of extremely high water content
Clay of extremely high sensitivity and extremely high water content was investigated with respect to strength characteristics; in addition, constituents and microstructure of clay were examined; microstructural investigations based on electron-microscopy indicate clay microstructure to be characterized by extremely open three-dimensional network of particles and particle groups; shear strength characteristics were determined by triaxial tests, direct shear tests and unconfined compression tests.
Shear strength parameters and microstructure characteristics of quick clay of extremely high water content
Geotechnical Conference -- Shear Strength Properties Natural Soils Rocks -- Proc
Karlsson, R. (Autor:in) / Pusch, R. (Autor:in)
Proceedings of Geotechnical Conference -- Shear Strength Properties of Natural Soils and Rocks ; 1967 ; Norway , Oslo
1967
8 pages
Aufsatz (Konferenz)
Englisch
© Metadata Copyright Elsevier B. V. All rights reserved.
Elsevier | 1966
|Shear strength characteristics of "boom clay"
Engineering Index Backfile | 1967
|