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集中力作用于剪切模量沿深度线性变化的半空间的公式

云天铨

云天铨. 集中力作用于剪切模量沿深度线性变化的半空间的公式[J]. 应用数学和力学, 1985, 6(1): 53-59.
引用本文: 云天铨. 集中力作用于剪切模量沿深度线性变化的半空间的公式[J]. 应用数学和力学, 1985, 6(1): 53-59.
Yun Tian-quan. Formulae of Force at a Point in the Interior of a Half-Space with Shear Modulus Linearly Varied with Depth[J]. Applied Mathematics and Mechanics, 1985, 6(1): 53-59.
Citation: Yun Tian-quan. Formulae of Force at a Point in the Interior of a Half-Space with Shear Modulus Linearly Varied with Depth[J]. Applied Mathematics and Mechanics, 1985, 6(1): 53-59.

集中力作用于剪切模量沿深度线性变化的半空间的公式

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.
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    [2] Gibson,R.E.,Some results concerning displacements and stresses in a non-homogeneous elastic half space,Geotechnique,17,1,(1967).58.
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    [4] Poulos.H.G.,Settlement of single piles in non-homogeneous soil.Journal of Geotechnical Engineering Division,Proceeding fo ASCE,no.GT5,105,May.(1979),627-642.
    [5] Banerjee.P.K.,and T.G.Davies,The behavior of axially and laterally loaded single piles embedded in nonhomogeneous soils,Geotechnique.28.3.(1978),309-326.
    [6] Davies,T.G.,and P.K.Banerjee.The displacement field due to a point load at the interface of a two layer elastic half-space.Geotechnique.28.1.(1978),43-56.
    [7] Poulos,H.G.,Load deflexion prediction for laterally loaded piles.Aust.Geomechanics J.G3,1,(1973).
    [8] Mindlin,R.D.,Force at a point in the interior of a simi-infinite half space.Journal of Physics.79,(1936),195.
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出版历程
  • 收稿日期:  1983-10-31
  • 刊出日期:  1985-01-15

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