期刊
COMPUTERS AND GEOTECHNICS
卷 84, 期 -, 页码 256-277出版社
ELSEVIER SCI LTD
DOI: 10.1016/j.compgeo.2016.10.008
关键词
Coupled consolidation; Finite element formulation; Unsaturated; Coupled analysis
类别
资金
- Engineering and Physical Sciences Research Council [EP/D505488/1, GR/R67408/01] Funding Source: researchfish
- EPSRC [EP/D505488/1] Funding Source: UKRI
The paper presents the Finite Element formulation of the equations proposed by Tsiampousi et al. (2016) for coupled consolidation in unsaturated soils. Their coupling is discussed in relation to a conceptual model which divides soil behaviour into zones ranging from fully saturated to dry states. The numerical simulation of a laboratory experiment involving drainage of water from a vertical column of sand is used to validate the equations. Finally, the example of rainfall infiltration into a cut slope highlights how aspects of the conceptual model are reflected in the numerical analysis of boundary value problems involving unsaturated soils. (C) 2016 Elsevier Ltd. All rights reserved.
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