集中力作用于剪切模量沿深度线性变化的半空间的公式

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Formulae of Force at a Point in the Interior of a Half-Space with Shear Modulus Linearly Varied with Depth

摘要: 根据一个引理和一个假设,本文绘出集中力作用于泊桑比v为常数和剪切模量G沿深度线性变化的半空间的公式.当用积分方程法分析桩和其它地学工程问题时,这些公式可以用作一近似的基本解.

Abstract: According to a lemma and an assumption, this paper prexenis formulae of force at a point in the interior of a half space with Poisson's ratio v=constant and shear modulus G linearly varied with depth. These formulae can be used as an approximate basic solution when the integral equation method is employed for the analysis of piles and other geotechnical engineering problems.

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