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Consolidation of soft clay -- New consolidation theory and its application
New generalized equations of consolidation are derived to replace Terzaghi equation for one-dimensional consolidation of clay; it was discovered that, in case of permeability and compressibility varying proportionally during consolidation, equations given hold for compression strain, not for excess pore water pressure; example calculations are given using further generalization of consolidation theory; field consolidation experiment carried out at reclaimed site in Harbor of Osaka, for consolidating and stabilizing soft fill clay by draining from underlayed sand mat, is described.
Consolidation of soft clay -- New consolidation theory and its application
New generalized equations of consolidation are derived to replace Terzaghi equation for one-dimensional consolidation of clay; it was discovered that, in case of permeability and compressibility varying proportionally during consolidation, equations given hold for compression strain, not for excess pore water pressure; example calculations are given using further generalization of consolidation theory; field consolidation experiment carried out at reclaimed site in Harbor of Osaka, for consolidating and stabilizing soft fill clay by draining from underlayed sand mat, is described.
Consolidation of soft clay -- New consolidation theory and its application
Civ Eng Japan
Mikasa, M. (author)
1965
6 pages
Article (Journal)
English
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