Conference
Modeling transient groundwater flow under dikes and DAMS for stability assessment
Abstract
Dikes and dams protect the land from flooding by mitigating high water levels. However, water penetrating the dike and the subsoil during high water periods reduces the strength of the dike due to the increase in pore pressure. Moreover, the raise in hydraulic head in deeper layers may lead to uplift of the top layer at the polder side of the dike, and finally an increase in the potential head gradient might lead to an internal erosion process …
Authors
Van Esch JM; Teunissen JAM; Stolle D
Pagination
pp. 671-679
Publication Date
January 1, 2013
Conference proceedings
Computational Geomechanics Comgeo III Proceedings of the 3nd International Symposium on Computational Geomechanics