A Constitutive Equation of One-Dimensional Consolidation Derived from Inter-Connected Tests
نویسندگان
چکیده
منابع مشابه
a numerical approach for one dimensional thermal consolidation of clays
in saturated soils, heating induces thermal expansion of both grains and the pore fluid. lower thermal expansion coefficient of aggregates results in the increase of pore pressure and reduction of the effective stress besides subsequent volume changes due to the dissipation of pore pressure and heat transfer. dissipation of thermally induced pore pressure with time is a coupled thermo-hydro-mec...
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ژورنال
عنوان ژورنال: Soils and Foundations
سال: 1992
ISSN: 0038-0806
DOI: 10.3208/sandf1972.32.2_83