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含气页岩在不同卸围压路径下的破坏特性研究。

Study on the damage characteristics of gas-bearing shale under different unloading stress paths.

机构信息

State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, China.

出版信息

PLoS One. 2019 Nov 6;14(11):e0224654. doi: 10.1371/journal.pone.0224654. eCollection 2019.

Abstract

In order to understand the influence of unloading on the mechanical properties of shale rock, triaxial unloading tests under different stress paths were conducted. In this paper, three types of tests are completed, including: 1) Conventional triaxial compression test;2) Pre-peak constant maximum principal stress-unloading confining pressure test with different initial confining pressures and rates;3) Increasing axial stress-unloading confining pressure test. The deformation and rupture modes characteristics of shale sample under different unloading stress paths were obtained. Research results show that: 1) The confining pressure effect is obvious and the peak strength increases with the increase of initial confining pressure, under conventional triaxial compression test, the samples show obvious elastic-plastic characteristics; Under unloading confining pressure test, it shows obvious elastic brittleness characteristics.2) Compared with conventional triaxial compression test, unloading confining pressure is more prone to deformation and rupture, and the damage is more serious. Under same initial stress level, the brittle characteristics in unloading confining pressure are more obvious and the expansion is more intense. 3) Under same unloading stress path, the higher the initial confining pressure is, the more severe the sample failure is. With the increase of unloading rate, the rupture degree of the sample becomes more complex.4) The brittle rupture characteristic increases with the increase of unloading rate and initial confining pressure. Increasing axial stress-unloading confining pressure, various types of tensile and shear fractures with different mechanisms are well developed. These conclusions reveal loading and unloading mechanical properties of gas-bearing shale under different stress paths; it provides theoretical basis for horizontal drilling, fracturing design and long-term fracturing effect analysis of shale gas reservoirs.

摘要

为了了解卸载对页岩力学性质的影响,进行了不同应力路径下的三轴卸载试验。本文完成了三种类型的测试,包括:1)常规三轴压缩试验;2)不同初始围压和速率下的峰值前恒定最大主应力-卸载围压试验;3)增加轴向应力-卸载围压试验。得到了页岩试样在不同卸载应力路径下的变形和破坏模式特征。研究结果表明:1)围压效应明显,峰值强度随初始围压的增加而增大,在常规三轴压缩试验中,试样表现出明显的弹塑性特征;在卸载围压试验中,表现出明显的弹脆性特征。2)与常规三轴压缩试验相比,卸载围压更容易发生变形和破坏,损伤更严重。在相同的初始应力水平下,卸载围压下的脆性特征更明显,扩展更剧烈。3)在相同的卸载应力路径下,初始围压越高,试样破坏越严重。随着卸载速率的增加,试样的破坏程度变得更加复杂。4)脆性破坏特征随卸载速率和初始围压的增加而增加。增加轴向应力-卸载围压,各种机制的拉伸和剪切裂缝得到很好的发展。这些结论揭示了不同应力路径下含气页岩的加载和卸载力学性质,为页岩气藏的水平钻井、压裂设计和长期压裂效果分析提供了理论依据。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/f903/6834252/a9cf033359b8/pone.0224654.g001.jpg

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