Finite element analysis and programming of embankment stresses and deformation.

1974
Pakman, Bulent

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To eliminate the problem of scarcity of appropriate fill material in the vicinity of construction site, concrete faced dam is a commonly preferred alternative for embankment dams. Functioning as an impervious membrane, the concrete face makes it possible to use dumped rockfill, compacted rockfill or sand-gravel fill as the dam body material. In this study, deformation behavior of Konya Afşar Hadimi Dam, which is a concrete faced rockfill dam, was investigated by finite element analyses using Plaxis and Mida...
Citation Formats
B. Pakman, “Finite element analysis and programming of embankment stresses and deformation.,” Middle East Technical University, 1974.