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Shear strength properties of two stratified clays
Undrained strength of stratified clays is directional property dependent on orientation of applied major principal stress; results of unconfined compression tests performed on specimens trimmed from block samples showed that for two clays tested, minimum strengths are considerably lower than principal strengths; comparative study demonstrated that shear behavior of stratified clays are considerably different from those of homogeneous clays; these observations can be explained by failure hypothesis for stratified clays; practical implications of these results are examined; choice of shear strength in slope stability studies is illustrated by analysis of several case records.
Shear strength properties of two stratified clays
Undrained strength of stratified clays is directional property dependent on orientation of applied major principal stress; results of unconfined compression tests performed on specimens trimmed from block samples showed that for two clays tested, minimum strengths are considerably lower than principal strengths; comparative study demonstrated that shear behavior of stratified clays are considerably different from those of homogeneous clays; these observations can be explained by failure hypothesis for stratified clays; practical implications of these results are examined; choice of shear strength in slope stability studies is illustrated by analysis of several case records.
Shear strength properties of two stratified clays
ASCE -- Proc (J Soil Mechanics Foundations Div)
Lo, K.Y. (Autor:in) / Milligan, V. (Autor:in)
1967
15 pages
Aufsatz (Zeitschrift)
Englisch
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