Numerical Simulation Using Finite Element and Earth Pressure Analysis on Double-Row Pile Retaining Structures

摘要:

文章预览

The characters on double-row pile retaining structures are affected significantly by spatial effects. In this paper, double-row pile retaining structures are simulated numerically in three-dimension by finite element software PLAXIS. The behavior differences among piles in different positions around the foundation pit are analyzed. The results show that the deformation and moment are biggest in the middle of long side of the foundation pit. It is suggested that the earth pressure between the rows above the pit bottom is close to active earth pressure.

信息:

期刊:

编辑:

Jingying Zhao

页数:

923-927

引用:

J. Zhou and Z. H. Wang, "Numerical Simulation Using Finite Element and Earth Pressure Analysis on Double-Row Pile Retaining Structures", Advanced Materials Research, Vols. 261-263, pp. 923-927, 2011

上线时间:

May 2011

输出:

价格:

$38.00

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