期刊文献+

Model of nonlinear coupled thermo-hydro-elastodynamics response for a saturated poroelastic medium 被引量:10

Model of nonlinear coupled thermo-hydro-elastodynamics response for a saturated poroelastic medium
原文传递
导出
摘要 Based on the Biot’s wave equation and theory of thermodynamic, Darcy law of fluid and the modified Fourier law of heat conduction, a nonlinear fully coupled thermo-hydro-elastodynamic response model (THMD) for saturated porous medium is derived. The compressibility of the medium, the influence of fluid flux on the heat flux, and the influence of change of temperature on the fluid flux are considered in this model. With some simplification, the coupled nonlinear thermo-hydro-elastodynamic response model can be reduced to the thermo-elastodynamic (TMD) model based on the traditional Fourier law and, further more, to the Biot’s wave equation without considering the heat phase. At last, the problem of one dimensional cylindrical cavity subjected to a time-dependent thermal/mechanical shock is analyzed by using the Laplace technique, the numerical results are used to discuss the influence of Biot’s modulus M and coefficient of thermoos-mosis on displacement and to compare with the results of thermo-elastodynamic response to ascertain the validity of this model. Based on the Biot’s wave equation and theory of thermodynamic, Darcy law of fluid and the modified Fourier law of heat conduction, a nonlinear fully coupled thermo-hydro-elastodynamic response model (THMD) for saturated porous medium is derived. The compressibility of the medium, the influence of fluid flux on the heat flux, and the influence of change of temperature on the fluid flux are considered in this model. With some simplification, the coupled nonlinear thermo-hydro-elastodynamic response model can be reduced to the thermo-elastodynamic (TMD) model based on the traditional Fourier law and, further more, to the Biot’s wave equation without considering the heat phase. At last, the problem of one dimensional cylindrical cavity subjected to a time-dependent thermal/mechanical shock is analyzed by using the Laplace technique, the numerical results are used to discuss the influence of Biot’s modulus M and coefficient of thermo-osmosis on displacement and to compare with the results of thermo-elastodynamic response to ascertain the validity of this model.
出处 《Science China(Technological Sciences)》 SCIE EI CAS 2009年第8期2373-2383,共11页 中国科学(技术科学英文版)
基金 Supported by the National Natural Science Foundation of China (Grant No. 50679074) ZJ(NB)NSF (Grant Nos. Y107637, 2007A6100626)
关键词 NONLINEAR thermo-hydro-elastodynamic dynamic response LAPLACE transform nonlinear thermo-hydro-elastodynamic dynamic response laplace transform
  • 相关文献

参考文献4

二级参考文献43

  • 1孔令伟,罗鸿禧.游离氧化铁形态转化对红粘土工程性质的影响[J].岩土力学,1993,14(4):25-39. 被引量:37
  • 2Eriksson L G. Temperature effects on consolidation properties of sulphide clays[J]. Proc. 12th ICSMFE,1989 (3): 2 087-2 090.
  • 3Tidfors M. Temperature effect on preconsolidation pressure [J]. Geotech. Test. J, 1989, 12 (1): 93-97.
  • 4Paaswcll R E. Temperature effects on clay consolidation[J]. J Soil Mech. and Found. Engrg. Div., ASCE, 1967,93 (3): 9-21.
  • 5Campanclla R G, Mitchell J K. Influence of temperature variation on soil behavior[J]. J Soil Mech. And Found.Engrg. Div., ASCE, 1968, 94(3): 709-734.
  • 6Leroueil S Compressibility of clays: fundamental and practical aspects[J]. J Geotech. Engrg., ASCE, 1996,122 (7): 534-543.
  • 7Hueckell T, Borsetto M. Thermoplasticity of saturated clays and shales: constitutive equations[J]. J Geotech.Engrg., ASCE, 1990, 116 (12): 1 765-1 777.
  • 8Hueckell T, Baldi G. Thermoplasticity of saturated clays:experimental constitutive study[J]. J Geotech. Engrg.ASCE, 1990, 116(12): 1 778-1 795.
  • 9Boudali M. Viscous behavior of natural clays[J]. Proc.13th ICSMFE, 1994 (1): 411 -416.
  • 10Schiffman R L. A thermoelastic theory of consolidation[J]. Environmental and Geophysical Heat Transfer,ASME, 1972, 5 (4): 78-84.

共引文献100

同被引文献48

引证文献10

二级引证文献105

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部