| 浅析高填方路堤沉降变形模式及成因机制 |
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| 引用本文： | 李骏,党安玉. 浅析高填方路堤沉降变形模式及成因机制[J]. 山西建筑, 2010, 36(12): 281-283 |
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| 作者姓名： | 李骏 党安玉 |
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| 作者单位： | 重庆市交通工程监理咨询有限责任公司,重庆,400060 |
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| 摘 要： | 在大量调研的基础上,综合考虑影响路基沉降的诸多因素,归纳了高填方路堤沉降模式,对这几种基本模式的特点进行了分析,并且阐述了高填方路堤失稳变形诱因,以达到指导实践的目的。
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| 关 键 词： | 高填方路堤 沉降变形模式 失稳变形 |
Discussion on the deformation model and causation mechanism of the sedimentation of high fill embankment |
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| LI Jun,DANG An-yu. Discussion on the deformation model and causation mechanism of the sedimentation of high fill embankment[J]. Shanxi Architecture, 2010, 36(12): 281-283 |
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| Authors: | LI Jun DANG An-yu |
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| Affiliation: | LI Jun DANG An-yu |
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| Abstract: | Based on bots of investigation and research and the consideration of comprehensive factors which have effect on the sedimentation of road embankment,it sums up the sedimentation model of high fill embankment,analyzes on these basic models,and illustrates the negative incentives of the instability of high fill embankment to guide the practice. |
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| Keywords: | high fill embankment sediment model deformation and instability |
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