建立了一种饱和-非饱和遍有节理岩体的双重孔隙-裂隙介质热-水-应力耦合模型,并研制出相应的二维有限元程序.通过一个假定的位于非饱和双重孔隙-裂隙岩体中的高放废物地质处置库算例,就温度梯度水分扩散系数不同的三种工况,考察了岩体中的温度、孔隙水压力、饱和度、地下水流速和主应力的变化、分布情况.结果显示:各工况计算域中温度场及应力场基本相同,当岩体温度梯度水分扩散系数较大时,近场的负孔隙水压力上升到很高的数值,负裂隙水压力有所下降,饱和度亦有相应的变化,当温度梯度水分扩散系数小到一定程度后,其影响也将逐渐消失.
A coupled thermo-hydro-mechanical model of dual-porosity medium for saturated-unsaturated ubiquitous-joint rock mass was established,and the relative two-dimensional FEM program was developed.Taking a hypothetical nuclear waste repository in an unsaturated dual-porosity rock mass as example,Three different operating cases were simulated numerically.Those factors,the temperatures,pore pressure,saturations,flow velocities,principal stresses,etc,in the rock mass were investigated.The results show:1) the temperature fields and the stress fields under three cases are almost same;2) when the thermal water diffusivity of rock mass is larger,the negative pore pressures in near field reach very high values,while the negative fracture pressures decrease a little and the saturate degrees change accordingly;3) after the thermal water diffusivity becomes small to a certain value its influence will disappear.