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页岩气藏水力增产过程中天然裂缝的剪切机制

The Shear Mechanisms of Natural Fractures during the Hydraulic Stimulation of Shale Gas Reservoirs.

作者信息

Zhang Zhaobin, Li Xiao

机构信息

Key Laboratory of Shale Gas and Geoengineering, Institute of Geology and Geophysics, Chinese Academy of Sciences, Beijing 100029, China.

出版信息

Materials (Basel). 2016 Aug 23;9(9):713. doi: 10.3390/ma9090713.

Abstract

The shearing of natural fractures is important in the permeability enhancement of shale gas reservoirs during hydraulic fracturing treatment. In this work, the shearing mechanisms of natural fractures are analyzed using a newly proposed numerical model based on the displacement discontinuities method. The fluid-rock coupling system of the model is carefully designed to calculate the shearing of fractures. Both a single fracture and a complex fracture network are used to investigate the shear mechanisms. The investigation based on a single fracture shows that the non-ignorable shearing length of a natural fracture could be formed before the natural fracture is filled by pressurized fluid. Therefore, for the hydraulic fracturing treatment of the naturally fractured shale gas reservoirs, the shear strength of shale is generally more important than the tensile strength. The fluid-rock coupling propagation processes of a complex fracture network are simulated under different crustal stress conditions and the results agree well with those of the single fracture. The propagation processes of complex fracture network show that a smaller crustal stress difference is unfavorable to the shearing of natural fractures, but is favorable to the formation of complex fracture network.

摘要

在水力压裂处理过程中,天然裂缝的剪切对页岩气藏渗透率的提高至关重要。在这项工作中,基于位移不连续法,利用新提出的数值模型分析了天然裂缝的剪切机制。该模型的流固耦合系统经过精心设计,用于计算裂缝的剪切。采用单一裂缝和复杂裂缝网络来研究剪切机制。基于单一裂缝的研究表明,在天然裂缝被加压流体填充之前,可能会形成不可忽视的天然裂缝剪切长度。因此,对于天然裂缝性页岩气藏的水力压裂处理,页岩的抗剪强度通常比抗拉强度更重要。在不同地壳应力条件下模拟了复杂裂缝网络的流固耦合扩展过程,结果与单一裂缝的结果吻合良好。复杂裂缝网络的扩展过程表明,较小的地壳应力差不利于天然裂缝的剪切,但有利于复杂裂缝网络的形成。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/6f8c/5457068/138d0d865545/materials-09-00713-g001.jpg

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