Dynamic Green function solution of three-dimensional layered saturated ground using thin layer element method
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Dynamic Green function solution of three-dimensional layered saturated ground using thin layer element method
Vol. 35, Issue 12, (2014)
作者机构:
1. 温州大学 建筑与土木工程学院,浙江,温州,325035
2. 浙江大学 软弱土与环境土工教育部重点实验室,杭州,310027
3. 香港城市大学 科学与工程学院,香港
作者简介:
基金信息:
DOI:
CLC:TU435
Online First:15 December 2014,
Published:2014
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WANG Peng, SHI Li, WANG Jun, et al. Dynamic Green function solution of three-dimensional layered saturated ground using thin layer element method[J]. 2014, 35(12).
DOI:
WANG Peng, SHI Li, WANG Jun, et al. Dynamic Green function solution of three-dimensional layered saturated ground using thin layer element method[J]. 2014, 35(12).DOI:
Dynamic Green function solution of three-dimensional layered saturated ground using thin layer element method
A model consisting of three-dimensional (3D) layered saturated ground and absorbing boundary applied at the bottom was established in this paper. By introducing the Fourier and orthogonal transformations
Biot’s equations for the saturated soil are generated into equations governing Love and Rayleigh modes. By dividing the ground into several thin layer elements along the vertical direction and introducing linear interpolation function for the elemental displacement fields
the equations governing Love and Rayleigh modes for a single thin layer element are derived and then assembled to obtain global modal equations. After solving the homogenous global modal equations
the eigenvalues and corresponding eigenvectors of the saturated ground are obtained for Love and Rayleigh modes
separately. Eventually
the Green function for the 3D saturated ground is obtained for point loads by mode superposition method. Numerical results are presented to portray the evolution processes of eigenvalues of Love and Rayleigh modes with respect to the increasing excitation frequency and soil permeability. The Lamb problem of a homogeneous and layered saturated half-space is solved and compared with the numerical integration solutions given by Philippacopoulos. Through the comparisons
the obtained Green function is proven to be valid and accurate. Meanwhile
it does not require numerical integration with respect to Hankel functions and can take the soil stratification into consideration in a natural way