摘要
应用自主开发的岩石破坏过程渗流与应力耦合分析软件 Ｆ－ＲＦＰＡ^（２Ｄ）研究均质、非均质岩石水压致裂过程，对比理论解验证数值模拟软件的可靠性，为该问题破裂机制的研究提供新的分析方法．
The progressive failure of hydraulic frac- turing in heterogeneous and homogeneous rock is analyzed by a numerical simulation code, Flow-Rock Failure Process Analysis (F-RFPA2D), which is de- veloped by ourselves. The reliability is confirmed by the comparison with the theoretical approach. It provides an pew analysis method for studying pro- gressive failure in hydraulic fracturing.
出处
《力学与实践》
CSCD
北大核心
2001年第5期51-54,共4页
Mechanics in Engineering
基金
国家杰出青年科学基金(59525408)
国家教委跨世纪人才基金项目资助.
