Rui Xu, Wen Ting Zhan, Qing Xu
Abstract
An equivalent method that simulate drainage holes is adopted in the analysis of 3-D seepage field. The Initial Flow Method is applied in this paper to deal with the unconfined seepage problem. In this paper, the finite element model of a gravity dam project is established and the seepage field is analyzed.
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An equivalent method that simulate drainage holes is adopted in the analysis of 3-D seepage field. The Initial Flow Method is applied in this paper to deal with the unconfined seepage problem. In this paper, the finite element model of a gravity dam project is established and the seepage field is analyzed.
Key concepts: Gravity dam, Foundation (evidence), Geotechnical engineering, Finite element method, Field (mathematics), Geology, Gravitational field, Engineering