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徐荣超, 靳一鼎, 李日运, 李震, 张圣哲. 龙马溪页岩应力-应变门槛值的各向异性特征研究[J]. 岩土工程学报, 2021, 43(12): 2291-2299. DOI: 10.11779/CJGE202112016
引用本文: 徐荣超, 靳一鼎, 李日运, 李震, 张圣哲. 龙马溪页岩应力-应变门槛值的各向异性特征研究[J]. 岩土工程学报, 2021, 43(12): 2291-2299. DOI: 10.11779/CJGE202112016
XU Rong-chao, JIN Yi-ding, LI Ri-yun, LI Zhen, ZHANG Sheng-zhe. Anisotropic characteristics of stress and strain thresholds of Longmaxi shale[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(12): 2291-2299. DOI: 10.11779/CJGE202112016
Citation: XU Rong-chao, JIN Yi-ding, LI Ri-yun, LI Zhen, ZHANG Sheng-zhe. Anisotropic characteristics of stress and strain thresholds of Longmaxi shale[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(12): 2291-2299. DOI: 10.11779/CJGE202112016

龙马溪页岩应力-应变门槛值的各向异性特征研究

Anisotropic characteristics of stress and strain thresholds of Longmaxi shale

  • 摘要: 层理面与围压共同作用下,应力门槛值及其对应应变的各向异性特征是影响页岩脆性力学行为的重要因素之一。以龙马溪组页岩为对象,分析其应力-应变门槛值在不同围压及不同层理面倾角影响下的变化规律。结果表明:①起裂应力σci,损伤应力σcd和峰值应力σf随围压增大均近似成线性规律增大,而闭合应力σcc受围压影响不大。②层理面倾角对σcd,σf具有显著影响,而对σcc,σci影响不明显;低围压下应力比σcd/σf,σci/σf,σcc/σf随倾角增加表现出一定的波动性,随着围压增大应力比趋于稳定。③应力门槛值对应的轴向及径向应变随围压增大表现出相同的变化规律:峰值应变增长速率最快,损伤应变次之,起裂应变最小。④应力门槛值对应的轴向及径向应变随倾角的增大表现出相同的变化规律:峰值应变随倾角由0°增大为90°,先减小后增大,闭合应变、起裂应变及损伤应变与倾角的相关性不强。

     

    Abstract: Under the combined action of bedding plane and confining pressure, the anisotropic characteristics of the stress thresholds and the corresponding strains are one of the important factors affecting the brittle mechanical behaviors of shale. Taking Longmaxi formation shale as an example, the variation laws of stress-strain thresholds under different confining pressures and different bedding plane dip angles are analyzed. The results show that: (1) The crack initiation stressσci, damage stressσcd and peak stressσf increase approximately linearly with the increase of the confining pressure, while the closure stressσcc is not affected by the confining pressure. (2) The dip angle of bedding plane has a significant effect onσcd andσf, whileσcc andσci are not affected by the dip angle. Under the low confining pressure, the stress ratiosσcd/σf,σci/σf andσcc/σf fluctuate with the increase of the dip angle, and tend to be stable with the increase of the confining pressure. (3) The axial strains and radial strains corresponding to the stress thresholds show the same change rules with the increase of the confining pressure: the peak strain increases the fastest, followed by the damage strain, and the crack initiation strain is the smallest. (4) The axial strains and radial strains corresponding to the stress thresholds show the same change laws with the increase of the inclination angle: the peak strain decreases first and then increases with the increase of the inclination angle from 0° to 90°, and the closure strain, crack initiation strain and damage strain are not strongly related to the dip angle.

     

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