【摘要】 将强度折减法引入到隧道围岩安全评价中,结合"浅埋暗挖快速施工双线小间距隧道、盾构下穿立交结构隧道和结构面含有节理、不规则裂隙的山体公路隧道"等工程实例,借助材料真实破坏分析软件RFPA-2D,建立每个强度折减系数下的有限元模型。模型采用了黏弹性人工边界来消除边界条件对计算精度的影响,并借助随机介质理论实现了围岩细观结构单元的非均值性和随机分布的缺陷,揭示了不同工况下隧道围岩的动态渐进破坏过程、基元相变损伤演变机理和岩体结构面破坏特征,认为隧道围岩的宏观破坏是由岩体非线性材料细观单元的非均值性造成的,计算结果借助不同折减步中裂纹发展趋势和单元破坏的数量判断隧道围岩是否失稳破坏,并计算出具有安全储备意义上的安全系数。同时,结合ABAQUS和RFPA-2D两种不同有限元模型,对比分析了随机介质理论和连续介质理论结合强度折减法在隧道围岩稳定性评价中的差异。更多还原

【Abstract】 The strength subtraction is introduced to safety evaluation of tunnel surrounding rock,combining with "the shallow tunnel rapid construction double small spacing tunnels,wear interchange structure under the shield tunnel and the surface of the structure containing joint,irregular fissure of mountain highway tunnel"engineering examples,using real damage of material analysis software RFPA- 2D,the finite element model of each strength reduction factor is set up. Viscoelastic artificial boundary is adopted to eliminate the influence of boundary conditions on the calculation precision in model,and the model achieves the mesoscopic structure unit of surrounding rock of the mean and the defects of random distribution by means of random medium theory,it also reveals the dynamic gradual damage process of surrounding rock,the primitive phase change damage evolution mechanism and characteristics of rock mass structural plane under different working conditions,the mesoscopic damage of surrounding rock is thought to be caused by non average of rock nonlinear material macroscopic unit,the calculation results judged in failure of tunnel surrounding rock with different step reduction in crack development trends and the number of cell damage,and calculates safety factor in the sense of the safety reserve. At the same time,combining ABAQUS with RFPA- 2Dtwo different finite element models,comparatively analyzing the random medium theory and continuum theory combining strength subtraction in differences of the evaluation of surrounding rock stability.更多还原