Seepage simulation of high concrete-faced rockfill dams based on generalized equivalent continuum model

Author:

Chen Shou-kai,He Qi-dong,Cao Ji-gang

Funder

the National Natural Science Youth Foundation of China

the Henan Province Major Scientific and Technological Projects

the Cooperative Project of Production, Teaching and Research in Henan Province

Publisher

Elsevier BV

Subject

Ocean Engineering,Civil and Structural Engineering

Reference20 articles.

1. Seepage field 3D finite element simulation of concrete faced rockfill dam under failure condition of vertical fracture;Chen;Rock Soil Mech.,2011

2. 3-D finite element method of seepage field of middle-small earth-rock dam and its application;Chen;J. Basic Sci. Eng.,2012

3. Seepage control in a high concrete face-rockfill dam based on the node virtual flow method;Chen;Open Construct. Build Technol. J.,2016

4. Modeling coupled processes of non-steady seepage flow and non-linear deformation for a concrete-faced rockfill dam;Chen;Comput. Struct.,2011

5. Seepage behavior of drainage zoning in a concrete faced gravel-fill dam via centrifuge and numerical modeling;Choo;KSCE J. Civil Eng.,2013

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