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Shear strength of peat
Results are given of laboratory investigation of shear strength of remolded peat, which resembles clay in behavior; special difficulties caused by nonuniform water-contents, lengthy consolidation periods, time-dependent B coefficient, large volume changes, nonuniform swelling, and changing air-contents are discussed; reference is made to state boundary surface; Hvorslev's parameters are evaluated, as well as c' and phi'.
Shear strength of peat
Results are given of laboratory investigation of shear strength of remolded peat, which resembles clay in behavior; special difficulties caused by nonuniform water-contents, lengthy consolidation periods, time-dependent B coefficient, large volume changes, nonuniform swelling, and changing air-contents are discussed; reference is made to state boundary surface; Hvorslev's parameters are evaluated, as well as c' and phi'.
Shear strength of peat
Geotechnical Conference -- Shear Strength Properties Natural Soils Rocks -- Proc
Dunne, J.M. (Autor:in) / Sodha, V.G. (Autor:in) / Hanrahan, E.T. (Autor:in)
Proceedings of Geotechnical Conference -- Shear Strength Properties of Natural Soils and Rocks ; 1967 ; Norway , Oslo
1967
6 pages
Aufsatz (Konferenz)
Englisch
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