期刊文献+

Thermo-hydro-mechanical-air coupling finite element method and its application to multi-phase problems 被引量:3

Thermo-hydro-mechanical-air coupling finite element method and its application to multi-phase problems
下载PDF
导出
摘要 In this paper, a finite element method (FEM)-based multi-phase problem based on a newly proposed thermal elastoplastic constitutive model for saturated/unsaturated geomaterial is discussed. A program of FEM named as SOFT, adopting unified field equations for thermo-hydro-mechanical-air (THMA) behavior of geomaterial and using finite element-finite difference (FE-FD) scheme for so/l-water-air three-phase coupling problem, is used in the numerical simulation. As an application of the newly proposed numerical method, two engineering problems, one for slope failure in unsaturated model ground and another for in situ heating test related to deep geological repository of high-level radioactive waste (HLRW), are simulated. The model tests on slope failure in unsaturated Shirasu ground, carried out by Kitamura et al. (2007), is simulated in the framework of soil-water-air three-phase coupling under the condition of constant temperature. While the in situ heating test reported by Munoz (2006) is simulated in the same framework under the conditions of variable temperature hut constant air pressure. In this paper, a finite element method (FEM)-based multi-phase problem based on a newly proposed thermal elastoplastic constitutive model for saturated/unsaturated geomaterial is discussed. A program of FEM named as SOFT, adopting unified field equations for thermo-hydro-mechanical-air (THMA) behavior of geomaterial and using finite element-finite difference (FE-FD) scheme for so/l-water-air three-phase coupling problem, is used in the numerical simulation. As an application of the newly proposed numerical method, two engineering problems, one for slope failure in unsaturated model ground and another for in situ heating test related to deep geological repository of high-level radioactive waste (HLRW), are simulated. The model tests on slope failure in unsaturated Shirasu ground, carried out by Kitamura et al. (2007), is simulated in the framework of soil-water-air three-phase coupling under the condition of constant temperature. While the in situ heating test reported by Munoz (2006) is simulated in the same framework under the conditions of variable temperature hut constant air pressure.
出处 《Journal of Rock Mechanics and Geotechnical Engineering》 SCIE CSCD 2014年第2期77-98,共22页 岩石力学与岩土工程学报(英文版)
关键词 Multi-phase Thermo-hyd ro-mechanical-air (THMA) Finite element method (FEM) Finite deformation Constitutive model Unified field equations Multi-phase Thermo-hyd ro-mechanical-air (THMA) Finite element method (FEM) Finite deformation Constitutive model Unified field equations
  • 相关文献

参考文献52

  • 1Akai K, Tamura T. Numerical analysis of multi-dimensional consolidation accompanied with elasto-plastic constitutive equation. journal of japanese Civil Engineering Society 1978;269:95-104 (in japanese).
  • 2Akesson M, jacinto AC, Gatabin C, Sanchez M, Ledesma A. Bentonite THM behavior at high temperatures: experimental and numerical analysis. Geotechnique 2009;59(4):307-18.
  • 3Alonso EE, Gens A, josa A. A constitutive model for partially saturated soils. Geotechnique 1990;40(3):405-30.
  • 4Baldi G, Hueckel T, Pellegrini R. Thermal volume changes of the mineral-water system in low porosity clay soils. Canadian Geotechnical journal 1988;25(4):807-25.
  • 5Baldi G, Hueckel T, Peano A, Pellegrini R. Developments in modelling of thermohydro-geomechanical behaviour of boom clay and clay-based buffer materials. Commission of the European Communities: Report 13365/2 EN; 1991.
  • 6Borja RI. Conservation laws for three-phase partially saturated granular media. Unsaturated Soils: Numerical and Theoretical Approaches 2005;94:3-14.
  • 7Campanella RG, Mitchell JK. Influence of temperature variations on soil behavior. journal of Soil Mechanics & Foundations Division, ASCE 1968;94(3):709-34.
  • 8Cekerevac C, Laloui L. Experimental study of thermal effects on the mechanical behavior of a clay. International journal for Numerical and Analytical Method in Geomechanics 2004;28(3):209-28.
  • 9Chiu CF, Ng CWW. A state-dependent elasto-plastic model for saturated and unsaturated soils. Geotechnique 2003;53(9):809-29.
  • 10Cui YJ, Delage P. Yielding and plastic behaviour of an unsaturated compacted silt. Geotechnique 1996;46(2):291-311.

同被引文献21

引证文献3

二级引证文献25

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