Three‐dimensional transient thermo‐hydro‐mechanical fundamental solutions of unsaturated soils
Source abstract
Abstract
Abstract The governing differential equations of unsaturated soils considering the thermo‐poro‐mechanical behaviour consist of equilibrium, moisture air and heat transfer equations. In this paper at first, following some necessary simplifications, the thermal three‐dimensional fundamental solution for an unsaturated deformable porous medium with linear elastic behaviour in Laplace transform domain is presented. Subsequently, the closed‐form time domain fundamental solutions are derived by analytical inversion of the Laplace transform domain solutions. Then a set of numerical results are presented, which demonstrate the accuracies and some salient features of the derived analytical transient fundamental solutions. Finally, the closed‐form time domain fundamental solution will be verified mathematically by comparison with the previously introduced corresponding fundamental solution. Copyright © 2009 John Wiley & Sons, Ltd.
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Research context
OpenAlex topics: Numerical methods in engineering · Fractional Differential Equations Solutions · Numerical methods for differential equations
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References (24)
Show source-provided references
1. 10.1007/BF0061328210.1007/BF00613282 ↗
2. 10.1029/WR022i005p0076510.1029/WR022i005p00765 ↗
3. 10.1016/j.compgeo.2008.08.00810.1016/j.compgeo.2008.08.008 ↗
4. 10.1061/(ASCE)1532-3641(2002)2:4(381)10.1061/(ASCE)1532-3641(2002)2:4(381) ↗
5. 10.1002/cnm.73210.1002/cnm.732 ↗
6. 10.1016/j.ijsolstr.2005.03.03910.1016/j.ijsolstr.2005.03.039 ↗
7. 10.1016/j.ijsolstr.2005.03.04010.1016/j.ijsolstr.2005.03.040 ↗
8. Green functions for a continuously non‐homogeneous saturated media
9. GatmiriB JabbariE.Two‐dimensional time‐independent Green functions for unsaturated soils. Proceeding of 5th International Conference on Boundary Element Techniques Lisbon 2004;217–221.
10. GatmiriB JabbariE.Three‐dimensional time‐independent Green functions for unsaturated soils. Proceeding of 5th International Conference on Boundary Element Techniques Lisbon 2004;223–227.
11. Thermo‐poro‐elastostatic Green functions for unsaturated soils
12. Two‐dimensional transient fundamental solutions of multiphase porous media in frequency and time domain
13. GatmiriB.Analysis of fully coupled behaviour of unsaturated porous medium under stress suction and temperature gradient. Final Report of CERMES‐EDF 1997.
14. GatmiriB SeyediM DelageP FryJJ.A new suction‐based mathematical model or thermohygromechanical behaviour of unsaturated porous media. NUMOG VI Montreal Canada 1997;323–334.
15. Moisture movement in porous materials under temperature gradients
16. 10.1016/j.pce.2006.04.03210.1016/j.pce.2006.04.032 ↗
17. 10.1016/S0965-9978(97)00044-610.1016/S0965-9978(97)00044-6 ↗
18. Kupradze VD · 1979
19. 10.1007/978-3-642-46175-010.1007/978-3-642-46175-0 ↗
20. Abramowitz M · 1965
21. Visual Numerical Inc.IMSL User's Manual vol. 2 Houston TX 1994;827–830.
22. 10.1137/090302210.1137/0903022 ↗
23. Banerjee PK · 1994
24. Beer G · 2001