TECHNICAL PAPERS
Dec 1, 1998

Coupled Model for Heat, Moisture, Air Flow, and Deformation Problems in Unsaturated Soils

Publication: Journal of Engineering Mechanics
Volume 124, Issue 12

Abstract

Through extensive review and study on the different aspects of coupled processes in unsaturated soil, a general three-dimensional mathematical model for coupled heat, moisture, air flow, and deformation problems in unsaturated soils is proposed in a consistent and unified manner. In the proposed model, both pore-water and air transfers are assumed to be governed by the generalized Darcy's law and pore-vapor transfer is considered to occur due to two effects: first, under molecular diffusion and, second, as part of the bulk flow of the pore-air. The pore-vapor transfer due to the molecular diffusion is described using Fick's law. Heat transfer is formulated to include the effects of conduction, convection, and latent heat of vaporization. An elastoplastic framework is used to describe the deformation behavior of the unsaturated soil structure where linear elastic and nonlinear elastic models are two special cases. In particular, a generalized nonlinear constitutive model proposed earlier by the first writer is introduced and incorporated into the framework to predict the soil deformation with modification to account for the effect of temperature changes on deformation. The determination of the soil parameters involved in the coupled model is carefully discussed. Fully coupled, nonlinear differential equations are established and then solved by using a Galerkin weighted residual approach in space domain and an implicit integrating scheme in time domain. Finally, a robust new three-dimensional finite-element numerical computer program, C-HWAM-3D, is developed to incorporate the proposed mathematical model for analyzing the transient coupled flows of heat, moisture, and air, and the stress and strain in unsaturated soils.

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References

1.
Agar, J. G., Morgenstern, N. R., and Scott, J. D.(1986). “Thermal expansion and pore pressure generation in oil sands.”Can. Geotech. J., Ottawa, Canada, 23(3), 327–333.
2.
Alonso, E. E., Batlle, F., Gens, A., and Lloret, A. (1988). “Consolidation analysis of partially saturated soils. Application to earthdam construction.”Proc., 6th Int. Conf. Numer. Geomechanics, G. Swoboda, ed., A. A. Balkema, Rotterdam, The Netherlands, 1303–1308.
3.
Alonso, E. E., Gens, A., and Hight, D. W.(1987). “Special problem soils, general report.”Proc., 9th Eur. Conf. Soil Mech., A. A. Balkema, Rotterdam, The Netherlands, 3, 1087–1146.
4.
Alonso, E. E., Gens, A., and Josa, A.(1990). “A Constitutive model for partially saturated soils.”Géotechnique, London, 40(3), 405–430.
5.
Alonso, E. E., Yang, D. Q., Lloret, A., and Gens, A.(1995). “Experimental behaviour of highly expansive double-structure clay.”Proc., 1st Int. Conf. Unsaturated Soils, E, E. Alonso and P. Delage, eds., A. A. Balkema, Rotterdam, The Netherlands, 1, 11–16.
6.
Barden, L.(1965). “Consolidation of compacted and unsaturated clays.”Géotechnique, London, 15(3), 267–286.
7.
Bear, J., and Verruijt, A. (1987). Modelling groundwater flow and pollution. Reidel, Dordrecht, The Netherlands.
8.
Brun, P. (1989). “Cinetique d'infiltration au sein d'une couche d'argile compactee. Etude experimentale et numerique,” PhD Ecole National Supérieure Des Mines De Paris, E.N.S.M.P., 29.
9.
Campanella, R. G., and Mitchell, J. K.(1968). “Influence of temperature variations on soil behavior.”J. Soil Mech. and Found. Div., ASCE, 94(3), 709–734.
10.
Celia, M. A., Boulotas, E. T., and Zarba, R.(1990). “A general mass conservative numerical solution for the unsaturated flow equation.”Water Resour. Res., 26(7), 1483–1496.
11.
Chanzy, A., and Bruckler, L.(1993). “Significance of soil surface moisture with respect to daily bare soil evaporation.”Water Resour. Res., 29(4), 1113–1125.
12.
Demars, K. R., and Charles, R. D.(1982). “Soil volume changes induced by temperature cycling.”Can. Geotech. J., Ottawa, Canada, 19(2), 188–194.
13.
de Vries, D. A.(1958). “Simultaneous transfer of heat and moisture in porous media.”Trans. Am. Geophys. Union, 39(5), 909–916.
14.
de Vries, D. A. (1963). “Thermal properties of soils.”Physics of plant environment, W. R. Van Wijk, ed., North-Holland Publishing Co., Amsterdam, The Netherlands, 210–235.
15.
de Vries, D. A. (1975). “Heat transfer in soil.”Heat and mass transfer in the biosphere. 1. Transfer processes in plant environment, D. A. de Vries and N. H. Afgan, eds., Scripta Book Co., Washington, D.C., 5–28.
16.
Duncan, J. M., and Chang, C. Y.(1970). “Nonlinear analysis of stress and strain in soils.”J. Soil Mech. and Found. Div., ASCE, 96(5), 1629–1653.
17.
Ewen, J., and Thomas, H. R.(1989). “Heating unsaturated medium sand.”Géotechnique, London, 39(3), 455–470.
18.
Fredlund, D. G., and Dakshanamurthy, V.(1982). “Prediction of moisture flow and related swelling or shrinking in unsaturated soils.”Geotech. Engrg., Bangkok, Thailand, 13, 15–49.
19.
Fredlund, D. G., Morgenstern, N. R., and Widger, R. S.(1978). “The shear strength of unsaturated soils.”Can. Geotech. J., Ottawa, Canada, 15(3), 313–321.
20.
Fredlund, D. G., and Rahardjo, H. (1993). Soil mechanics for unsaturated soils. John Wiley & Sons, Inc., New York.
21.
Fredlund, D. G., and Xing, A.(1994). “Equations for the soil-water characteristic curve.”Can. Geotech. J., Ottawa, Canada, 31, 521–532.
22.
Geraminegad, M., and Saxena, S. K.(1986). “A coupled thermoelastic model for saturated-unsaturated porous media.”Géotechnique, London, 36(4), 539–550.
23.
Hueckel, T., and Baldi, G.(1990). “Thermoplasticity of saturated clays: Experimental constitutive study.”J. Geotech. Engrg., ASCE, 116(12), 1778–1796.
24.
Hueckel, T., and Pellegrini, R. (1989). “Modelling of thermal failure of saturated clays.”Numerical models in geomechanics, St. Pietruszczak and G. N. Pande, eds., Elsevier, New York, 81–90.
25.
Jame, Y. W. (1977). “Heat and mass transfer in freezing unsaturated soil,” PhD dissertation, University of Saskatchewan, Saskatoon, Canada.
26.
Kimball, B. A., and Jackson, R. D.(1976). “Comparison of field-measured and calculated soil-heat fluxes.”Soil Sci. Soc. Am. Proc., 40(1), 18–25.
27.
Lai, S., Tiedje, J. M., and Erickson, A. E.(1976). “In situ measurement of gas diffusion coefficient in soils.”Soil Sci. Soc. Am. Proc., 40(1), 3–6.
28.
Lloret, A., and Alonso, E. E.(1985). “State surfaces for partially saturated soils.”Proc., 10th Int. Conf. Soil Mech. Found. Engrg., A. A. Balkema, Rotterdam, The Netherlands, 2, 557–562.
29.
Lloret, A., and Ledesma, A. (1993). “Finite element analysis of deformations of unsaturated soils.”Unsaturated soils: Recent developments and applications, Civil Engineering European Courses Programme of Continuing Education, Barcelona, Spain.
30.
Mayhew, Y. R., and Rogers, G. F. C. (1976). Thermodynamic and transport properties of fluids, 2nd Ed., Blackwell, Oxford, U.K.
31.
Milly, P. C. D.(1982). “Moisture and heat transport in hysteric, inhomogeneous porous media: A matric head-based formulation and a numerical model.”Water Resour. Res., 18(3), 489–498.
32.
Milly, P. C. D.(1984). “A simulation analysis of thermal effects on evaporation from soil.”Water Resour. Res., 20(8), 1087–1098.
33.
Olivella, S. (1995). “Nonisothermal multiphase flow of brine and gas through saline media,” Doctoral thesis, Dept. of Geotech. Engrg., Universitat Politecnica Catalunya, Barcelona, Spain.
34.
Philip, J. R., and de Vries, D. A.(1957). “Moisture movement in porous materials under temperature gradients.”Trans. Am. Geophys. Union, 38, 222–232.
35.
Pollock, D. W.(1986). “Simulation of fluid flow and energy transport processes associated with high-level radioactive waste disposal in unsaturated alluvium.”Water Resour. Res., 22(5), 765–775.
36.
Romero, E., Lloret, A., and Gens, A.(1995). “Development of a new suction and temperature controlled oedometer cell.”Proc., 1st Int. Conf. on Unsaturated Soils, A. A. Balkema, Rotterdam, The Netherlands, 2, 553–559.
37.
Rossel, J., and Jeanet, E. (1970). Physique générale, 3rd Ed., Neuchâtel, Éditions du Griffon.
38.
Sophocleous, M. A.(1979). “Analysis of water and heat flow in unsaturated-saturated porous media.”Water Resour. Res., 15(5), 1195–1206.
39.
Thomas, H. R., Alonso, E. E., and Gens, A. (1995). Modelling thermo/hydraulic/mechanical processes in the containment of nuclear waste.”Proc., 1st Int. Conf. on Unsaturated Soils, 2, 1135–1141.
40.
Thomas, H. R., and He, Y.(1995). “Analysis of coupled heat, moisture and air transfer in a deformable unsaturated soil.”Géotechnique, London, 45(4), 677–689.
41.
Thomas, H. R., and King, S.(1991). “Coupled temperature/capillary potential variations in unsaturated soil.”J. Engrg. Mech., ASCE, 117(11), 2475–2491.
42.
Thomas, H. R., and Li, C. L. W.(1995). “Modelling transient heat and moisture transfer in unsaturated soil using a parallel computing approach.”Int. J. Numer. and Analytical Methods in Geomech., 19, 345–366.
43.
Weast, R. C. (1976). Handbook of chemistry and physics, 57th Ed., CRC Press, Cleveland, Ohio.
44.
Wilson, G. W., Fredlund, D. G., and Barbour, S. L.(1994). “Coupled soil-atmosphere modelling for soil evaporation.”Can. Geotech. J., Ottawa, Canada, 31(2), 151–161.
45.
Yang, D. Q., and Shen, Z. J. (1992). “Generalized nonlinear constitutive theory of unsaturated soils.”Proc., 7th Int. Conf. on Expansive Soils, ASCE, Reston, Va.
46.
Yoshimi, Y., and Osterberg, J. O.(1963). “Compression of partially saturated cohesive soils.”J. Soil Mech. and Found. Div., ASCE, 89(4), 1–24.

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Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 124Issue 12December 1998
Pages: 1331 - 1338

History

Published online: Dec 1, 1998
Published in print: Dec 1998

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Authors

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D. Q. Yang
Sr. Geotech. Engr., Moh and Assoc. (S) Pte Ltd.; formerly, Postdoctoral Fellow, NTU-PWD Geotech. Res. Ctr., Nanyang Technol. Univ., Nanyang Ave., Singapore 639798.
H. Rahardjo
Dir., NTU-PWD Geotech. Res. Ctr., Nanyang Technol. Univ., Nanyang Ave., Singapore 639798.
E. C. Leong
Sr. Lect., NTU-PWD Geotech. Res. Ctr., Nanyang Technol. Univ., Nanyang Ave., Singapore 639798.
V. Choa
Prof., NTU-PWD Geotech. Res. Ctr., Nanyang Technol. Univ., Nanyang Ave., Singapore 639798.

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