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Blast testing and numerical simulation analysis of diversion tunnel upper section for Qianping reservoir

机译:Qianping Chaploir导流隧洞上部的爆炸测试与数值模拟分析

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This paper expounds the basic theory of rock mass blasting technology, the rock blasting excavation of Qianping reservoir project was taken as an example, by means of numerical simulation and experimental research, the finite element model for rock blasting excavation in Qianping reservoir is established. The rock blast on the upper section of the diversion tunnel for Qianping reservoir is simulated by using the dynamic analysis module LS-DYNA in the finite element method analysis software ANSYS, through the comparative analysis of blast testing and numerical simulation results. The results show that, the dynamic analysis results are in good agreement with the field test, the correctness and validity of the finite element model are proved, finite element dynamic analysis model is a general calculation model, rock mechanics parameters in the model can be adjusted in the calculation process, it can be used to simulate the blasting excavation process of different rock properties.
机译:本文阐述了岩石大规模爆破技术的基本理论,通过数值模拟和实验研究,采取了Qianping储层项目的岩石爆破挖掘,通过数值模拟和实验研究,建立了钱平水库岩石爆破挖掘的有限元模型。通过在有限元方法分析软件ANSYS中使用动态分析模块LS-DYNA,模拟了Qianping储存器的转移隧道的上部上部的摇滚爆炸通过爆炸测试和数值模拟结果的比较分析。结果表明,动态分析结果与现场试验良好,证明了有限元模型的正确性和有效性,有限元动态分析模型是一般计算模型,可以调整模型中的岩石力学参数。在计算过程中,它可用于模拟不同岩石属性的爆破挖掘过程。

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