Use of simplified models for estimating the dynamic response of a cross-anisotropic poroelastic half-plane to a load moving on its surface

被引:0
|
作者
Liu, Zhenyu [1 ]
Beskou, Niki D. [2 ]
Muho, Edmond, V [1 ]
Zhou, Ying [1 ]
机构
[1] Tongji Univ, Dept Disaster Mitigat Struct, Shanghai 200092, Peoples R China
[2] Hellen Open Univ, Sch Sci & Technol, Patras 26335, Greece
关键词
Moving loads; Half-plane; Cross-anisotropy; Poroelasticity; Simplified models; Approximate analytical solutions; Method of complex Fourier series; SOIL MEDIUM; SPACE; PROPAGATION; BEHAVIOR;
D O I
10.1016/j.apm.2025.115998
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Three simplified models for the analytic determination of the dynamic response of a crossanisotropic poroelastic half-plane to a load moving with constant speed on its surface are presented and compared against the corresponding exact model. The method of analysis of the exact and approximate models uses complex Fourier series to expand the load and the displacement responses along the horizontal direction of the steady-state motion and thus reduces the partial differential equations of the problem to ordinary ones, which are easily solved. The three simplified models are characterized by reasonable simplifying assumptions, which reduce the complexity of the exact model and facilitate the solution. In the first simplified model all the terms of the equations of motion associated with fluid acceleration are neglected. In the second simplified model, solid displacements are assumed to be equal to the corresponding fluid ones, while the third simplified model is the second one corrected with respect to the fluid pressure at the free boundary (top) layer. All three simplified models are compared with respect to their accuracy against the exact model and the appropriate range of values of the various significant parameters of the problem, like porosity, permeability, anisotropy indices, or load speed, for obtaining approximate solutions as close to the exact solution as possible is thoroughly discussed.
引用
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页数:37
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