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Effective stress in partially saturated soils
Differences between effective and intergranular stresses in saturated and unsaturated soils are demonstrated; static approach of generalized effective stress law of partially saturated soil is proposed and limitations of A.W.Bishop's approach are critically reviewed; investigation shows that sudden shear failure is actuated by collapse of air water menisci.
Effective stress in partially saturated soils
Differences between effective and intergranular stresses in saturated and unsaturated soils are demonstrated; static approach of generalized effective stress law of partially saturated soil is proposed and limitations of A.W.Bishop's approach are critically reviewed; investigation shows that sudden shear failure is actuated by collapse of air water menisci.
Effective stress in partially saturated soils
Indian Inst Science -- Proc
Gulhati, S.K. (author)
5th Symposium of Civil and Hydraulic Engineering Department on Behaviour of Soil under Stress ; 1965
1965
13 pages
Conference paper
English
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