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| 1 | 核废料地质贮存介质黏土岩的三维各向异性热-水-力耦合数值模拟显示文摘为了解黏土岩在放射性废料长期贮存中的热-水-力耦合过程,结合MontTerri核废料贮存地下岩石试验工程中黏土岩各种物理量的各向异性特点,应用多孔介质力学耦合理论研究了该黏土岩在加热和冷却全过程中由于热荷载引起的耦合效应场。研究过程考虑温度升高引起的孔隙水黏滞性改变对渗透系数的影响。研究结果表明,岩体力学参数、水力学参数和热传导参数的各向异性特性是影响岩体的温度场、孔隙压力场和应力场分布的最主要因素。各向异性耦合模型与各向同性耦合模型的数值模拟对比研究结果表明:各向异性模型数值结果能更加客观地反映该地下岩石试验工程中黏土岩在受热状态下的热-水-力耦合效应;同时,也表明岩体在加热过程中一直处于受压状态,而在冷却过程中局部会出现拉应力,从而有可能导致拉裂缝的产生。 | 蒋中明 Dashnor Hoxha Franoise Homand | 2007 | 岩石力学与工程学报2007，26，3： | 11 |
| 2 | Explicit solutions for the instantaneous undrained contraction of hollow cylinders and spheres in Porous elastoplastic medium 显示文摘 | Giraud A Homand F Labiouse V | 2002 | International Journal for Numerical and Analytical Methods in Geomechanics2002，26，3： | 1 |
| 3 | Friction and degradation of rock joint surfaces under shear loads显示文摘 | HOMAND F BELEM T SOULEY M | 2001 | International Journal for Numerical and Analytical Methods in Geomechanics2001，25，10： | 1 |
| 4 | Friction and degradation of rock joint surfaces under shear loads 显示文摘 | HOMAND F BELEM T SOULEY M | 2001 | International Journal for Numerical and Analytical Methods in Geomechanics2001，25，10： | 1 |
| 5 | Stability of jointed rock masses evaluated by udec with an extended Saeb-Amadei constitutive law显示文摘 | SOULEY M HOMAND F | 1996 | International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts1996，33，3： | 1 |
| 6 | Translation lnvaxicant Operators 显示文摘 | Homander | 1960 | Acta Math1960，104，： | 1 |
| 7 | Water behaviour in limestones as a function of pores structure: Application to frost resistance of some Lorraine limestones显示文摘 | BELLANGER M HOMAND F REMY J M | 1993 | Engineering Geology1993，36，12： | 1 |
| 8 | Quantitative parameters for rock joint surface roughness显示文摘 | BELEM T HOMAND F SOULEY M | 2000 | Rock Mechanics & Rock Engineering2000，33，4： | 1 |
| 9 | Damage-induced permeability changes in granite: a case example at the URL in Canada显示文摘 | Souley M Homand F Pepa S Hoxha D | 2001 | International Journal of Rock Mechanics and Mining Sciences2001，38，2： | 1 |
| 10 | Mechanical Behaviour of a Por-ous Chalk and Water/Chalk Interaction,Part 2:Numerical Modelling显示文摘 | HOMAND S SHAO J F | 2000 | Oil & Gas Science and Technology-Revue de l''IFP2000，55，6： | 1 |
| 11 | Damage-induced permeability changes in granite: a case example at the URL in Canada显示文摘 | M. Souley F. Homand S. Pepa D. Hoxha | 2001 | International Journal of Rock Mechanics and Mining Sciences2001，，： | 1 |
| 12 | Mechanical Behaviour of a Por-ous Chalk andWater/Chalk Interaction,Part 1:Experi-mental Study显示文摘 | HOMAND S SHAO J F | 2000 | Oil & Gas Science and Technology-Re-vue de l'' IFP2000，55，6： | 1 |
| 13 | Fiction and degradation of rock joints surfaces under shear loads显示文摘 | HOMAND F Belem SOULEY M | 2001 | International Journal for Numerical and Analysis Method in Goo mechanics2001，25，： | 1 |
| 14 | An extension to the Saeb and Amadei constitutive model for rock joints to include cyclic loading paths显示文摘 | Souley M Homand F Amadei B | 1995 | International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts1995，32，2： | 1 |
| 15 | Friction and degradation of rock joints surfaces under shear loads显示文摘 | HOMAND F BELEM T SOULEY M | | 0，，10： | 1 |
| 16 | Friction and degradation of rock structural plane surfaces under shear loads 显示文摘 | Homand F Belem T Soaley M | 2001 | International Journal for Numerical and Analytical Methods in Geomechanies2001，25，10： | 1 |
| 17 | An extension to the Saeb and Amadei constitutive model for rock joints to include cyclic loading paths显示文摘 | SOULEY M HOMAND F AMADEI B | | 0，，02： | 1 |
| 18 | Simulation of coupled THM process in surrounding rock mass of nuclear waste repository in argillaceous formation显示文摘To investigate and analyze the thermo-hydro-mechanical(THM) coupling phenomena of a surrounding rock mass in an argillaceous formation, a nuclear waste disposal concept in drifts was represented physically in an in-situ test way. A transversely isotropic model was employed to reproduce the whole test process numerically. Parameters of the rock mass were determined by laboratory and in-situ experiments. Based on the numerical simulation results and in-situ test data, the variation processes of pore water pressure, temperature and deformation of surrounding rock were analyzed. Both the measured data and numerical results reveal that the thermal perturbation is the principal driving force which leads to the variation of pore water pressure and deformations in the surrounding rock. The temperature, pore pressure and deformation of rock mass change rapidly at each initial heating stage with a constant heating power. The temperature field near the heater borehole is relatively steady in the subsequent stages of the heating phase. However, the pore pressure and deformation fields decrease gradually with temperature remaining unchanged condition. It also shows that a transversely isotropic model can reproduce the THM coupling effects generating in the near-field of a nuclear waste repository in an argillaceous formation. | 蒋中明 HOXHA Dashnor HOMAND Fran?oise 陈永贵 | 2015 | Journal of Central South University2015，22，2： | 1 |
| 19 | Water behavior in limestone as a function of pores structure: Application to frost resistance of :ome Lorraine limestones显示文摘 | Bellanger M Homand F Remy J M | 1993 | Engineering Geology1993，36，12： | 1 |
| 20 | Modelling of induced anisotropic damage in granites显示文摘 | J.F. Shao D. Hoxha M. Bart F. Homand G. Duveau M. Souley N. Hoteit | 2000 | International Journal of Rock Mechanics and Mining Sciences2000，，8： | 1 |
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