ANALYSIS OF TRANSVERSE ISOTROPIC LAYERED FOUNDATION UNDER AXISYMMETRIC LOAD
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摘要: 由横观各向同性弹性体的胡海昌解[1]出发,研究了单层地基的传递矩阵,并应用到多层地基的解答中。通过算例给出了横观各向同性地基表面受竖向集中力作用时的表面沉陷公式。Abstract: Based on the Hu Haichang's solution of transverse isotropic body, the transfer matrix of one-layer foundation is studied and applied in the solution of multi layer foundation. In addition, a surface settlement formula of transvers isotropic foundation under the concentrated force is given by an example.
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Key words:
- transverse isotropic /
- axisymmetry /
- transfer matrix /
- Hankel transform
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[2] 丁皓江.横观各向同性弹性力学杭州:浙江大学出版社,1997 胡海昌.横观各向同性体的弹性力学的空间问题物理学报,1953,9(2):130~144
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