A generalized slip line solution to the active earth pressure on circular retaining walls

A generalized slip line solution to the active earth pressure on circular retaining walls
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圆形挡土墙上主动土压力的广义滑移线解

DOI:
10.1016/j.compgeo.2007.06.002
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发表时间:
2008-03
影响因子:
5.3
通讯作者:
Wang, J. H.
Wang, J. H.
中科院分区:
工程技术2区
文献类型:
--
作者:
Liu, F. Q.;Wang, J. H.

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将滑移线法推广到一般情况下圆形挡土墙主动土压力的计算。计算中考虑了回填土的坡度、井壁摩擦力和井壁倾角等因素。提出了两种解决方案,并为每一个编码的计算机程序。通过参数研究发现,回填体坡度、壁面摩擦力和壁面倾角对计算结果影响较大,尤其是壁面倾角。与现有的解决方案进行了比较,并观察到一个很好的协议。广义滑移线解可用于一般情况下主动土压力的确定,可供设计参考。
The slip line method was extended to calculate the active earth pressure on circular retaining walls in general cases. The slope of the backfill, wall friction and wall inclination were taken into account in the calculation. Two solutions were proposed and a computer program was coded for each one. By parametric study, it is observed that, the slope of the backfill, wall friction and wall inclination influences the results greatly, especially for the wall inclination. The comparison with existing solutions was made and a good agreement was observed. The generalized slip line solution is found useful in determining the active earth pressure in general cases, and can be referred to for design purpose.
DOI: --
发表时间: 2005
影响因子: 1.5
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发表时间: 1997-02
影响因子: 3.9
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期刊: Geotechnique
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DOI: 10.1139/t03-009
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影响因子: 3.6
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