高地应力硬岩下双孔并行隧道相似模型试验及数值模拟

基于相似模拟理论，通过试验台架设计、监测系统设计、加载系统设计和岩体模型制作等流程，完成了双孔并行隧道模型试验系统的研制工作；试验中实时监控模型各关键位置的位移变化、应力变化及隧道岩壁破坏情况.研究表明，试验观测结果与基于Mohr-Coulomb模型所得数值模拟结果相对误差较大，而基于Plastic-Hardening模型进行数值模拟计算时，所得岩土体屈服状态和变化规律与相似模型试验结果吻合度较高.综合各方面分析研究结果，认为Plastic-Hardening模型能够更为精确合理的反映实际工程及试验中岩土体状态的真实变化情况，可为相似地质条件下的双孔并行隧道施工及维护提供重要参考. 

Similarity model test and numerical simulation of double parallel-tunnel excavation in hard rock under high ground-stress conditions

Based on the similarity simulation theory, a parallel-tunnel model test system was constructed that consists of a test bench design, a monitoring system design, a loading system design, and the construction of a rock mass model. The models were monitored in key positions of displacement, stress changes, and destruction of the tunnel walls. It is found that the experimental observation and numerical simulation results based on the Mohr-Coulomb model exhibit relatively large disparities. However, based on the Plastic-Hardening model, the yield states and variation laws of the rock and soil were obtained by numerical simulation and these results are in good agreement with the experimental results. If all aspects of research results is integrated, the Plastic-Hardening model accurately reflects real changes in the states of the rock and soil in actual engineering applications and tests and can provide an important reference for double parallel-tunnel construction and maintenance under similar geological conditions.