复杂断层扰动下的原岩应力场的数值分析与评价
Numerical analysis and estimation on the initial rock stress around complex faults
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摘要: 在分析复杂断裂构造扰动下的矿山区域原位多点实测地应力分布特点的基础上 ,通过建立适合矿山工程岩体地质特点的参数式数值分析模型 ,采用位移不连续法 (DDM)及基于有限实测点的逐次逼近相结合的方法模拟了工程区域的复杂断裂构造应力场 ,得到了与实测值良好吻合的结果。并通过对数值计算所得的水平面内的次主应力分布特征的分析 ,探讨了复杂断裂构造对区域岩体初始应力状态的影响。研究结果表明 :区域原岩应力状态宏观上主要受几何尺寸大的断层的支配 ,局部范围内受复合断层的叠加扰动影响 ,造成了原岩应力状态的各向异性及非均匀分布特征。Abstract: According to the distribution characteristics of initial rock stress measured in the mine around complex faults, structural rock stress field is simulated and estimated by establishing numerical model suited to geological structure of the mine and applying the DDM (displacement discontinuity method) and iteration method based on the stress measurements. Simulating results fit with the distribution characteristics of the measurements. In addition, the influence of complex faults on regional principal rock stresses is analyzed by comparing the in situ measurements with numerical results. It is shown that regional initial rock stress state is controlled by larger faults and that heterogeneity and aeolotropism of initial rock stress field are caused by superposition of action of faults.