不连续性分类
断裂(地质)
地质学
接头(建筑物)
床
床上用品
间断(语言学)
水力压裂
岩土工程
油页岩
基质(化学分析)
岩石学
结构工程
材料科学
工程类
数学
复合材料
生物
物理
各向异性
数学分析
园艺
古生物学
量子力学
作者
Yanyan Li,Wei Hu,Siyu Wei,Lihui Li,Zhihong Zhang,Shengyuan Song
标识
DOI:10.1016/j.enggeo.2022.106919
摘要
Preexisting discontinuities, such as joints and beddings, are widely distributed in unconventional reservoirs. During fluid injection, hydraulic fractures strongly interact with preexisting discontinuities, leading to great uncertainty in prediction of fracture geometry. To investigate how preexisting discontinuities affect fracture complexity, numerical simulations are carried out using the distinct element method. A discrete fracture network (DFN) model for a shale reservoir in the southeastern Ordos basin, China is built. Four cubic models, including the (1) rock matrix model, (2) bedding model, (3) joint model and (4) bedding and joint model, are extracted from the DFN model and then are used for numerical simulations. The results indicate that preexisting discontinuities strongly influence fracture complexity: they impose a barrier for fracture growth in most cases, and thus result in a smaller fracture area and a higher fluid pressure for fracture extension. However, the roles that joints and beddings play in fracture complexity differ. Compared with the bedding model, the joint model causes a less complex fracture geometry under the same injection condition, suggesting that the joints play a more significant role in reducing fracture complexity.
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