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桩承式加筋路堤沉降变形特性研究
引用本文:郭香红.桩承式加筋路堤沉降变形特性研究[J].山西交通科技,2014(6):17-19.
作者姓名:郭香红
作者单位:山西路桥第一工程有限责任公司,山西太原030006
摘    要:通过有限差分软件FLAC3D对桩承式加筋路堤沉降变形进行了研究,并分析了垫层和格栅对路堤沉降的影响。

关 键 词:桩承式加筋路堤  垫层  数值模拟  沉降

The Research on the Characteristics of Pile-supported Reinforced Embankment Settlement Deformation
GUO Xiang-hong.The Research on the Characteristics of Pile-supported Reinforced Embankment Settlement Deformation[J].Shanxi Science & Technology of Communications,2014(6):17-19.
Authors:GUO Xiang-hong
Institution:GUO Xiang-hong (The First Engineering Co., Ltd, Shanxi Road & Bridge Group, Taiyuan, Shanxi 030006, China)
Abstract:Using the finite difference software FLAC3D, this paper studied the settlement deformation of pile-supported reinforced embankment, and analyzed the influence of cushion layer and grille on the embankment settlement.
Keywords:pile-supported reinforced embankment  cushion layer  numerical simulation  settlement
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