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Finite element analysis and programming of embankment stresses and deformation.
Date
1974
Author
Pakman, Bulent
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https://hdl.handle.net/11511/4338
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Graduate School of Natural and Applied Sciences, Thesis
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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...
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B. Pakman, “Finite element analysis and programming of embankment stresses and deformation.,” Middle East Technical University, 1974.