Experimental Study on Mechanical Behavior and Brittleness Characteristics of Longmaxi Formation Shale in Changning, Sichuan Basin, China

被引:1
作者
Sheng-Qi Yang
Peng-Fei Yin
P. G. Ranjith
机构
[1] China University of Mining and Technology,State Key Laboratory for Geomechanics and Deep Underground Engineering, School of Mechanics and Civil Engineering
[2] Monash University,Deep Earth Energy Research Laboratory, Department of Civil Engineering
来源
Rock Mechanics and Rock Engineering | 2020年 / 53卷
关键词
Shale gas; Rock anisotropy; Energy transformation; Brittleness index; Anisotropy of brittleness;
D O I
暂无
中图分类号
学科分类号
摘要
At present, shale gas plays a significant role in hydrocarbon reservoirs. Hydraulic fracturing is generally employed in the exploration and exploitation of shale gas. Economic and efficient hydraulic fracturing, known as volume fracturing, is largely associated with formation characteristics, including anisotropy and brittleness in rocks. Further research on the mechanical properties of rocks, particularly the anisotropy and brittleness behavior of shale, using hydraulic fracturing would be of practical significance. In this study, shale specimens were collected from an outcrop of the lower Silurian Longmaxi formation at Sichuan Basin in southwestern China, which is the most significant exploration area for unconventional gas in China. To better understand the size, type, and shape of brittle minerals, the matrix type (and rock texture), mineral composition, and microstructure of the shale matrix were tested through X-ray diffraction analysis and scanning electron microscopy. Furthermore, the anisotropic behavior of shale specimens, including strength, deformation, and failure behaviors, was tested and analyzed under conventional triaxial compression. In addition, the brittleness characteristics of shale specimens at different bedding inclinations under different confining pressures were analyzed based on the stress–strain curve characteristic and energy balance. Different brittleness indices, including a new one proposed in this study, were used to evaluate the brittleness of shale. The impacts of anisotropy and confining pressure on brittleness were discussed in detail. When compared with other brittleness indices, the proposed brittleness index demonstrates improved effectiveness and reflects the impact of confining pressure on brittleness significantly well. The relationship between brittleness and the failure mode was revealed using the new brittleness index, and the decreasing order of brittleness was concluded as follows: tensile splitting along bedding plane mode > tensile splitting through bedding plane mode > shear along bedding plane mode > shear through bedding plane mode.
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页码:2461 / 2483
页数:22
相关论文
共 163 条
  • [1] Ai C(2016)Estimation criteria for rock brittleness based on energy analysis during the rupturing process Rock Mech Rock Eng 49 4681-5698
  • [2] Zhang J(2002)The evaluation of rock brittleness concept on rotary blast hole drills J S Afr Inst Min Metall 102 61-66
  • [3] Li YW(2010)Coupled elastoplastic damage modeling of anisotropic rocks Comput Geotech 37 187-194
  • [4] Zeng J(2012)Induced anisotropic damage and plasticity in initially anisotropic sedimentary rocks Int J Rock Mech Min Sci 51 13-23
  • [5] Yang XL(2017)Quantitative evaluation of rock brittleness based on the energy dissipation principle, an application to type II mode crack J Nat Gas Sci Eng 45 527-536
  • [6] Wang JG(2012)Deformation and strength anisotropy of Asan gneiss, Boryeong shale, and Yeoncheon schist Int J Rock Mech Min Sci 50 158-169
  • [7] Altindag R(1999)Draft ISRM suggested method for the complete stress–strain curve for intact rock in uniaxial compression Int J Rock Mech Min Sci 36 279-289
  • [8] Chen L(2003)Mobilised strength components in brittle failure of rock Géotechnique 53 327-336
  • [9] Shao JF(2007)Estimating the transversely isotropic elastic intact rock properties for in situ stress measurement data reduction: a case study of the Olkiluoto mica gneiss, Finland Int J Rock Mech Min Sci 44 14-46
  • [10] Huang HW(2009)Influence of temperature on brittle creep in sandstones Geophys Res Lett 36 L19305-68