Technical Papers
Oct 17, 2017

Precise Solution to 3D Coupled Thermohydromechanical Problems of Layered Transversely Isotropic Saturated Porous Media

Publication: International Journal of Geomechanics
Volume 18, Issue 1

Abstract

This paper presents a precise solution to coupled thermohydromechanical problems of layered, transversely isotropic, saturated, porous media with a heat source or a temperature increment with the aid of integral transform techniques. On the basis of governing equations of three-dimensional (3D) coupled thermohydromechanical problems of saturated porous media, a standard differential matrix equation was deduced by using the Laplace-Fourier transform. In this paper, an extended precise-integration method for a layered system with an internal or surface load is introduced. It was used to solve the previous standard differential equation in the transformed domain. Real solutions in the physical domain were obtained by using the numerical inversion of the Laplace-Fourier transform. The precision of the presented theory was confirmed by two examples, and the effects of the anisotropic permeability and the transverse isotropic characteristics on the thermohydromechanical coupling behavior of layered saturated media are described.

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Acknowledgments

This research was supported by the National Natural Science Foundation of China (Grants 41672275 and 51708494) and the China Postdoctoral Science Foundation (Grant 2017M611994).

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International Journal of Geomechanics
Volume 18Issue 1January 2018

History

Received: Mar 29, 2017
Accepted: Jul 6, 2017
Published online: Oct 17, 2017
Published in print: Jan 1, 2018
Discussion open until: Mar 17, 2018

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Zhi Yong Ai [email protected]
Professor, Dept. of Geotechnical Engineering, Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, College of Civil Engineering, Tongji Univ., 1239 Siping Rd., Shanghai 200092, China. E-mail: [email protected]
Lu Jun Wang [email protected]
Postdoctoral Fellow, Dept. of Geotechnical Engineering, Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, College of Civil Engineering, Tongji Univ., 1239 Siping Rd., Shanghai 200092, China; Institute of Geotechnical Engineering, Key Laboratory of Soft Soils and Geoenvironmental Engineering of Ministry of Education, Zhejiang Univ., Hangzhou 310058, China (corresponding author). E-mail: [email protected], [email protected]

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