Layer-element analysis of multilayered saturated soils subject to axisymmetric vertical time-harmonic excitation
The analytical layer-elements for a single poroelastic soil layer and the underlying half-space are established using an algebraic manipulation and Hankel trans- form. According to the boundary conditions and adjacent continuity conditions of general stresses and displacements, a global matrix equat...
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Published in | Applied mathematics and mechanics Vol. 38; no. 9; pp. 1295 - 1312 |
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Main Authors | , |
Format | Journal Article |
Language | English |
Published |
Shanghai
Shanghai University
01.09.2017
Springer Nature B.V Department of Geotechnical Engineering, Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, College of Civil Engineering,Tongji University, Shanghai 200092, China |
Edition | English ed. |
Subjects | |
Online Access | Get full text |
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