The proposed model is implemented in an axisymmetric finite element code and numerical simulations are made for the behavior of single rigid pile composite foundation without and with cap under embankment loads.
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释义
建立了路堤荷载下刚性桩复合地基桩-桩帽-土共同作用的有限层-有限元方程,并编制了相关计算程序。
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