One-dimensional test problems for dynamic consolidation
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: Acta Geotechnica
سال: 2014
ISSN: 1861-1125,1861-1133
DOI: 10.1007/s11440-014-0336-x