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- W632201629 abstract "According to Bjerrum (1972), the field vane shear strength values need correction depending on the plasticity of soft clays. Ladd and Foott (1974) suggested Shansep method to obtain true value of shear strength from undisturbed samples. There is a difference of opinion regarding the applicability of stability analyses based on total or effective stresses. Two test embankments, with instrumentation, one at Wadala and another at Bassien bridge site are constructed up to failure and their stability is analysed to understand the mobilized shear strength characteristics of Bombay marine clay. A stable section of approach road embankment with instrumentation to Bassien bridge is also analysed for stability by both methods. It is observed that for Bombay marine clay: (I) Bjerrum's correction need not be applied to the field vane shear strength values; (II) the difference in the shear strength of the undisturbed sample and that of true sample is negligible and hence Shansep method need not be applied; (III) both methods of stability analysis correctly represent the performance of embankments constructed on Bombay marine clay. For the covering abstract of the conference see IRRD 287689. (Author/TRRL)" @default.
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- W632201629 date "1985-01-01" @default.
- W632201629 modified "2023-09-27" @default.
- W632201629 title "PERFORMANCE OF EMBANKMENTS ON BOMBAY MARINE CLAY. PROCEEDINGS OF THE ELEVENTH INTERNATIONAL CONFERENCE ON SOIL MECHANICS AND FOUNDATION ENGINEEERING, SAN FRANCISCO, 12-16 AUGUST 1985" @default.
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