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Study of geotechnical properties of some post-glacial clays
Geology of post-glacial clays; A. Casagrande's method of determining pre-consolidation load; effect of consolidation on water content; compression strength is constant under conditions of no water change; Coulomb-Hvorslev equation for shear strength based on true cohesion and angle of internal friction; analysis of stability under assumption of shearing resistance equal to zero.
Study of geotechnical properties of some post-glacial clays
Geology of post-glacial clays; A. Casagrande's method of determining pre-consolidation load; effect of consolidation on water content; compression strength is constant under conditions of no water change; Coulomb-Hvorslev equation for shear strength based on true cohesion and angle of internal friction; analysis of stability under assumption of shearing resistance equal to zero.
Study of geotechnical properties of some post-glacial clays
Geotechnique
Skempton, A.W. (Autor:in)
Geotechnique ; 1
1948
16 pages
Bibliography
Aufsatz (Zeitschrift)
Englisch
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