An alternative coupled thermo-hydro-mechanical finite element formulation for fully saturated soils

被引:46
|
作者
Cui, Wenjie [1 ]
Potts, David M. [1 ]
Zdravkovic, Lidija [1 ]
Gawecka, Klementyna A. [1 ]
Taborda, David M. G. [1 ]
机构
[1] Imperial Coll London, Dept Civil & Environm Engn, London, England
基金
英国工程与自然科学研究理事会;
关键词
Finite element methods; THM coupling; Geomechanics; SOFT BANGKOK CLAY; NUMERICAL APPROACH; VOLUME CHANGE; POROUS-MEDIA; BEHAVIOR; MODEL; CONSOLIDATION; TEMPERATURE; HEAT;
D O I
10.1016/j.compgeo.2017.08.011
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
Accounting for interaction of the soil's constituents due to temperature change in the design of geo-thermal infrastructure requires numerical algorithms capable of reproducing the coupled thermo-hydro-mechanical (THM) behaviour of soils. This paper proposes a fully coupled and robust THM formulation for fully saturated soils, developed and implemented into a bespoke finite element code. The flexibility of the proposed formulation allows the effect of some coupling components, which are often ignored in existing formulations, to be examined. It is further demonstrated that the proposed formulation recovers accurately thermally induced excess pore water pressures observed in undrained heating tests. (C) 2017 The Authors. Published by Elsevier Ltd.
引用
收藏
页码:22 / 30
页数:9
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