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Analysis of stability of some Norwegian natural clay slopes
Problem of calculating stability of natural clay slopes; discussion is concentrated on which values of shear strength of clay should be used in stability analysis; based on determination of undrained shear strength of clay, stability can be calculated by ψ = O analysis; if shear strength of clay is known in terms of effective stresses, c'ψ' analysis may be used; results with both methods of analysis.
Analysis of stability of some Norwegian natural clay slopes
Problem of calculating stability of natural clay slopes; discussion is concentrated on which values of shear strength of clay should be used in stability analysis; based on determination of undrained shear strength of clay, stability can be calculated by ψ = O analysis; if shear strength of clay is known in terms of effective stresses, c'ψ' analysis may be used; results with both methods of analysis.
Analysis of stability of some Norwegian natural clay slopes
Geotechnique
Bjerrum, L. (Autor:in) / Kjaernsli, B. (Autor:in)
Geotechnique ; 7
1957
16 pages
Aufsatz (Zeitschrift)
Englisch
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