Technical Papers
Mar 29, 2018

Dynamic Responses of Saturated Half-Spaces under Distributed Buried Loads

Publication: Journal of Engineering Mechanics
Volume 144, Issue 6

Abstract

In this paper, three-dimensional dynamic responses of a saturated half-space under arbitrary distributed buried time-harmonic load are investigated through analytical developments. In the development, the linear porous medium model established by de Boer is employed to describe the mechanical behavior of the saturated medium. By virtue of displacement potentials, the field equations are fully decoupled into four independent wave equations, which are then treated with finite Fourier and Hankel transformations. Finally, the solutions of filed variables are obtained via the imposition of boundary as well as interfacial conditions, and thereupon presented in the form of an inverse Hankel transform that in general is evaluated with numerical methods. Examples involving surface, buried patch loads are also presented to validate the solutions and examine the effect of the saturated soil’s permeability coefficient.

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Acknowledgments

The support offered by the China Scholarship Council and the guidance offered by Professor Ronald Y. S. Pak on this work are gratefully acknowledged.

References

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Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 144Issue 6June 2018

History

Received: Jul 20, 2017
Accepted: Nov 30, 2017
Published online: Mar 29, 2018
Published in print: Jun 1, 2018
Discussion open until: Aug 29, 2018

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Authors

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Shiping Zhang, Ph.D. [email protected]
Research Assistant, Institute of Road and Bridge Engineering, Dalian Maritime Univ., Dalian 116026, China; Dept. of Civil, Environmental and Architectural Engineering, Univ. of Colorado, Boulder, CO 80309-0428. E-mail: [email protected]
Research Assistant, Dept. of Civil, Environmental, and Architectural Engineering, Univ. of Colorado, Boulder, CO 80309-0428 (corresponding author). ORCID: https://orcid.org/0000-0001-8159-9470. E-mail: [email protected]

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