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Study on numerical simulation of hydrofracturing process in rock containing circle hole

机译:含圆孔岩石水力压裂过程数值模拟研究

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摘要

Hydraulic fracturing is a typical failure process of coupling seepage flow and stress.Numerical simulation of the hydraulic fracturing process is studied by using Coupling System RFPA2D of Flow and Solid in Rock Failure Process.The research results show that pore water pressure under the rock burst is divided into three stages: crack initiation stage, micro crack extension stage and the stage of crack instability propagation, the crack initiation and propagation can be judged by rock failure process changes in the flow and stress, when crack grow into the instability of extension stage, acoustic emission occurs a large kick, the kick pressure is called the critical buckling pressure of rock failure process, monitoring critical pressure with acoustic emission have certain guiding significance for engineering practices.
机译:水力压裂是渗流与应力耦合的典型破坏过程。利用岩土破裂过程中流固耦合系统RFPA2D对水力压裂过程进行了数值模拟研究。分为三个阶段:裂纹萌生阶段,微裂纹扩展阶段和裂纹失稳扩展阶段,可以通过岩石破裂过程中流动和应力的变化来判断裂纹的萌生和扩展,当裂纹扩展到裂纹扩​​展失稳阶段时,声发射发生大的反冲,该反冲压力称为岩石破坏过程的临界屈曲压力,利用声发射监测临界压力对工程实践具有一定的指导意义。

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