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张问清, 赵锡宏, 宰金珉. 任意力系作用下的层状弹性半空间的有限层分析方法[J]. 岩土工程学报, 1981, 3(2): 27-42.
引用本文: 张问清, 赵锡宏, 宰金珉. 任意力系作用下的层状弹性半空间的有限层分析方法[J]. 岩土工程学报, 1981, 3(2): 27-42.
Zhang Wen-qing, Zhao Xi-hong, Zai Jin-min. Finite Layer Analysis for Layered and Elastic Half-space under Arbitrary Force Systems[J]. Chinese Journal of Geotechnical Engineering, 1981, 3(2): 27-42.
Citation: Zhang Wen-qing, Zhao Xi-hong, Zai Jin-min. Finite Layer Analysis for Layered and Elastic Half-space under Arbitrary Force Systems[J]. Chinese Journal of Geotechnical Engineering, 1981, 3(2): 27-42.

任意力系作用下的层状弹性半空间的有限层分析方法

Finite Layer Analysis for Layered and Elastic Half-space under Arbitrary Force Systems

  • 摘要: 本文对承受任意方向的体力、集中力和沿水平面分布的分布力作用的层状半空间建立两类边界条件和相应的位移函数,探讨半空间问题的有限层分析方法,考察各向异性的影响,计算结果与鲍辛内斯克、塞鲁蒂和明德林等经典解以及现有资料一致,从而提供一种可用中小型计算机分析层状弹性半空间问题的数值计算方法。

     

    Abstract: This paper establishes two kinds of boundary conditions and two corresponding displacement functions for analysing the heterogeneous, transversely isotropic layered and elastic half-space subject to body force, and concentrated and/or distributed loads on horizontal planes. Directions of such forces and loads may be arbitrary, and finite layer analysis has beed used for computing quite a number of such problems, giving results in good agreement with elassic solutions due to Boussinesq, Cerrti, Mindlin and others.The method presented in this paper can be handled with small and medium-size computers.

     

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