水压致裂的尺度效应模拟分析

    Simulation Analysis of Size Effect by Hydraulic Fracturing

    • 摘要: 为分析水压致裂时的尺寸效应,建立了考虑急斜围岩应力特征的多尺度单孔水压致裂模型,分析了水压致裂过程中声发射信号、裂纹扩展形态、孔隙压力演化规律等特征,归纳了不同尺度的模型致裂时所需水压的变化趋势。结果表明:虽然各个模型的尺度不同,但裂纹的发育特征相似,主要由钻孔中心垂直发育,向模型的顶部和底部方向呈三角形发展;尺寸效应的存在使得试件破坏水压随试件增大呈上升趋势,破坏水压和试件半径R/钻孔半径r呈现出较好的相关性,随着试件所需破坏范围的加大要求水压愈大。

       

      Abstract: To analyze the size effect of hydraulic fracturing, the multi-scale single hole model for hydraulic fracturing is established considering the stress characteristics of steeply dipping surrounding rock, the extended forms of acoustic emission signal, crack and pore pressure evolution in the process of hydraulic fracturing are analyzed, the trends of fracturing pressure for different scale models are summed up. The results show that although each model has different sizes, the development characteristic of crack is similar, which mainly develops along the vertical direction of drilling hole center, and has a shape of triangular at the direction of top and bottom in model; the existence of size effect makes the failure pressure increase with the larger of specimen. Water pressure shows a good correlation with R/r, the demand of water pressure is bigger with the increasing range of damage.

       

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