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Frontiers of Structural and Civil Engineering >> 2012, Volume 6, Issue 4 doi: 10.1007/s11709-012-0175-5
The behavior of a rectangular closed diaphragm wall when used as a bridge foundation
Department of Geological Engineering, Southwest Jiaotong University, Chengdu 610031, China
Abstract
Keywords
diaphragm wall ; soil core ; bridge foundation ; FLAC3D ; bearing behavior
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