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Drained strength characteristics of sands
Three components of shearing strength were identified -- sliding friction, dilation, and particle crushing and rearranging; study was extended to determine envelope of failure when shear deformation occurs at essentially constant volume by testing at appropriate critical confining pressure corresponding to that density; constant volume envelope of failure determined such tests was shown to be in reasonably good agreement with that obtained for drained tests if dilatancy effects are deducted using D.W.Taylor-A.W.Bishop or P.W. Rowe dilatancy formulas.
Drained strength characteristics of sands
Three components of shearing strength were identified -- sliding friction, dilation, and particle crushing and rearranging; study was extended to determine envelope of failure when shear deformation occurs at essentially constant volume by testing at appropriate critical confining pressure corresponding to that density; constant volume envelope of failure determined such tests was shown to be in reasonably good agreement with that obtained for drained tests if dilatancy effects are deducted using D.W.Taylor-A.W.Bishop or P.W. Rowe dilatancy formulas.
Drained strength characteristics of sands
ASCE -- Proc (J Soil Mechanics Foundation Div)
Lee, K.L. (author) / Seed, H.B. (author)
1967
25 pages
Article (Journal)
English
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