Elastic Thin Plate Resting on Saturated Multilayered Soils with Anisotropic Permeability and Elastic Superstrata
Publication: International Journal of Geomechanics
Volume 18, Issue 10
Abstract
The fundamental solution for saturated multilayered soils with anisotropic permeability and elastic superstrata is deduced by gathering the analytical layer elements of single-phase soil layers and saturated soil layers. According to the displacement coordination along the plate-soil contact surface, the fundamental solution is substituted into the boundary element method (BEM) formula of the elastic thin plate. Some theoretical and experimental results are presented to certify the correctness of the method in this study, and the influences of the elastic superstratum, time factor, plate-soil relative stiffness, and stratification characteristic on the time behavior of elastic thin plates are explored.
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Acknowledgments
This study is supported by the National Natural Science Foundation of China (Grants 50578121 and 41672275). The authors would like to thank the editor-in-chief, the processing editor, and the reviewers for their valuable comments, which contributed to improving the quality of this paper.
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© 2018 American Society of Civil Engineers.
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Received: Jul 24, 2017
Accepted: Apr 11, 2018
Published online: Aug 7, 2018
Published in print: Oct 1, 2018
Discussion open until: Jan 7, 2019
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