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解析层元法求解层状地基非轴对称荷载问题
引用本文:艾智勇,曾文泽.解析层元法求解层状地基非轴对称荷载问题[J].岩土工程学报,2011,33(7):1078-1081.
作者姓名:艾智勇  曾文泽
作者单位:(1.同济大学地下建筑与工程系,上海200092 ; 2.同济大学岩土及地下工程教育部重点实验室,上海200092)
摘    要:从弹性层状地基非轴对称问题的解析解出发,推导出Hankel积分变换域内单层地基的解析层元,即对称的精确刚度矩阵;然后根据有限层法原理组合相邻层元得到总刚度矩阵,并结合边界条件,求解总刚度矩阵形成的代数方程,得到层状地基非轴对称问题在Hankel积分变换域内的解答;最后应用Hankel逆变换技术,得到物理域内的解。编制了相应的计算程序,分析了非轴对称荷载作用下多层地基沿径向的地表水平位移性状。

关 键 词:解析层元  层状地基  非轴对称荷载  Hankel变换  
收稿时间:2010-04-12

Analytical layer-element method for non-axisymmetric loading problem of multi-layered soils
AI Zhi-yong,ZENG Wen-ze.Analytical layer-element method for non-axisymmetric loading problem of multi-layered soils[J].Chinese Journal of Geotechnical Engineering,2011,33(7):1078-1081.
Authors:AI Zhi-yong    ZENG Wen-ze
Affiliation:(1. Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China; 2. Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education,Tongji University, Shanghai 200092, China)
Abstract:Starting from the analytical solution for the non-axisymmetric elastic problem of multi-layered soils,the analytical layer element of a single soil layer,namely a symmetric exact stiffness matrix,is acquired in the Hankel transform domain.The global stiffness matrix is obtained by assembling the interrelated layer-elements based on the principles of finite layer method.By solving algebraic equations of the global stiffness matrix which satisfy the boundary conditions,we can get the solution to the non-axisy...
Keywords:analytical layer element  multi-layered soils  non-axisymmetric loading  Hankel transform  
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