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Effect of pore pressures on undrained strength of varved clay
Triaxial shear tests, using lateral filters to facilitate pore-pressure equalization between layers, were carried out on consolidated-undrained samples of natural varved clay obtained from borehole at New Liskeard, Ont; during triaxial shear, higher pore pressure developed within more clayey layer than within more silty layer of varved soil; simplified theory is given to support experimental observations.
Effect of pore pressures on undrained strength of varved clay
Triaxial shear tests, using lateral filters to facilitate pore-pressure equalization between layers, were carried out on consolidated-undrained samples of natural varved clay obtained from borehole at New Liskeard, Ont; during triaxial shear, higher pore pressure developed within more clayey layer than within more silty layer of varved soil; simplified theory is given to support experimental observations.
Effect of pore pressures on undrained strength of varved clay
Canada. Nat Research Council -- Associate Committee Geotechnical Research -- Tech Memo
Townsend, D.L. (author) / Hughes, G.T. (author) / Cruickshank, J.A. (author)
1965
5 pages
Article (Journal)
English
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