Numerical simulation of surface subsidence and heave in water saturated/unsaturated soil


Abstract eng:
A multi-phase model for predicting surface subsidence and heave caused by changes of the groundwater table is presented. The employed multi-phase model allows considering the interactions between the air flow and water flow in the water saturated/unsaturated soil regions and the nonlinear response of the unsaturated/saturated soil. Special attention is paid to the implementation of the model into a parallelized multi-phase FE code and to the efficient iterative solution of the resulting nonlinear system of equations. The application of the model is demonstrated by a large-scale 3D numerical simulation of subsidence induced by groundwater withdrawal.

Publisher:
International Union of Theoretical and Applied Mechanics, 2016
Conference Title:
Conference Title:
24th International Congress of Theoretical and Applied Mechanics
Conference Venue:
Montreal (CA)
Conference Dates:
2016-08-21 / 2016-08-26
Rights:
Text je chráněný podle autorského zákona č. 121/2000 Sb.



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 Record created 2016-11-15, last modified 2016-11-15


Original version of the author's contribution as presented on CD, page 3194, code TS.FS05-2.04 .:
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