路堤的几种沉降形式探讨

陈建峰, 石振明. 2002: 路堤的几种沉降形式探讨. 工程地质学报, 10(S1): 625-628,632.

引用本文:

陈建峰, 石振明. 2002: 路堤的几种沉降形式探讨. 工程地质学报, 10(S1): 625-628,632.

Chen Jianfeng, Shi Zhenming. 2002: DISCUSSION OF SETTLEMENT PATTERNS OF EMBANKMENTS. JOURNAL OF ENGINEERING GEOLOGY, 10(S1): 625-628,632.

Citation:

Chen Jianfeng, Shi Zhenming. 2002: DISCUSSION OF SETTLEMENT PATTERNS OF EMBANKMENTS. JOURNAL OF ENGINEERING GEOLOGY, 10(S1): 625-628,632.

DISCUSSION OF SETTLEMENT PATTERNS OF EMBANKMENTS

摘要: 采用弹性模型Biot固结有限元程序对一路堤施工过程进行有限元分析,探讨了影响路堤沉降形式的几种因素,归纳了路堤的4种不同沉降形式。这为路堤工程信息化施工量测点的布置提供了一定的依据。

Abstract: An embankment is analyzed by FEM program applying elastic coupling Biot theory, and some factors affecting settlement patterns of embankments are discussed bankments are summarized.

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