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Strength of undisturbed silty clay of Triassic origin is considered in relation to its structure, and it is shown that material has some of properties of quick clay; possible reasons for range of water content in series of specimens tested are discussed, and use is made of variation of water content to derive Hvorslev parameters as illustration of shear behavior of soil.
Strength of undisturbed silty clay of Triassic origin is considered in relation to its structure, and it is shown that material has some of properties of quick clay; possible reasons for range of water content in series of specimens tested are discussed, and use is made of variation of water content to derive Hvorslev parameters as illustration of shear behavior of soil.
Strength of stiff silty clay
Geotechnical Conference -- Shear Strength Properties Natural Soils Rocks -- Proc
Chandler, R.J. (Autor:in)
Proceedings of Geotechnical Conference -- Shear Strength Properties of Natural Soils and Rocks ; 1967 ; Norway , Oslo
1967
6 pages
Aufsatz (Konferenz)
Englisch
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