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Theory of one-dimensional consolidation of saturated clays -- 1
Equations governing one-dimensional consolidation of fully saturated clay layer are derived on basis of assumptions more general than those usually adopted; consolidation of thin clay layer, self-weight stresses of which are negligible compared with those applied, is examined in detail; nonhomogeneity, time-effects intrinsic to soil skeleton and compressibility of pore fluid are incorporated in theory.
Theory of one-dimensional consolidation of saturated clays -- 1
Equations governing one-dimensional consolidation of fully saturated clay layer are derived on basis of assumptions more general than those usually adopted; consolidation of thin clay layer, self-weight stresses of which are negligible compared with those applied, is examined in detail; nonhomogeneity, time-effects intrinsic to soil skeleton and compressibility of pore fluid are incorporated in theory.
Theory of one-dimensional consolidation of saturated clays -- 1
Geotechnique
Gibson, R.E. (author) / England, G.L. (author) / Hussey, M.J.L. (author)
Geotechnique ; 17
1967
13 pages
Article (Journal)
English
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Desorption and consolidation behaviour of initially saturated clays
| British Library Conference Proceedings | 2011
| British Library Conference Proceedings | 2010