The problem of half-space nonhomogeneous foundation subjected to vertical and horizontal linear loads is studied. The linear transformative relation between the solutions of the nonhomogeneous foundation and the corresponding homogeneous foundation is analyzed. Based on deformation compatibility condition
the analytical expressions of stress and strain component are obtained. Through comparing solutions of nonhomogeneous foundation and the corresponding homogenous foundation
linearly correlation relation between the both is found. The solution of the nonhomogeneous foundation can be linearly expressed by that of homogenous foundation with the same conditions. The transformation factors between the solutions of two kinds of soil are derived in analytic forms
witch reflect the nonhomogeneous properties of the foundation. Therefore
solutions of the non-homogenous foundation can be reduced to that of a homogenous one and the calculation of the transition parameters
which simplifies the solution procedure. For the convenience of engineering application
analogous transformation coefficient is given by graphic form with different nonhomogeneous indices.
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Related Author
ZHANG Zhi-qing
LIU Xin
LIU Kai-fu
WU Jun-tao
WU Wen-bing
WANG Hao
HOU Hong-bing
JIANG Wen-hao
Related Institution
School of Architecture and Energy Engineering, Wenzhou University of Technology
College of Marine Science and Technology, China University of Geosciences
School of Civil Engineering and Architecture, Zhejiang Sci-Tech University
College of Civil Engineering and Architecture, Zhejiang University
Faculty of Engineering, China University of Geosciences