垫层和约束压力对卸载过程中页岩能量演化影响的研究

IF 4.2 3区 工程技术 Q2 ENERGY & FUELS
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引用次数: 0

摘要

为探讨垫层和初始约束压力对页岩卸载过程中能量演化特征的影响,钻取了不同垫层角度的样品,在不同初始约束压力下进行了卸载试验,分析了页岩卸载过程中的力学和能量演化特征。结果表明,卸载试验的应力-应变曲线可分为线弹性阶段、稳定裂纹生长阶段、加速裂纹生长阶段和失效后阶段。临界约束压力可以显示岩样的相对强度。弹性模量和泊松比随着轴向预设荷载的增加而增大。弹性模量随垫层角的增大而增大,垫层角对泊松比的影响不明显。卸载试验的能量演变可分为三个阶段:能量积累、能量耗散和能量释放。轴向预设荷载越大,临界约束压力越高,弹性模量越大,泊松比越大。总能量、弹性能量和耗散能量都随着初始约束压力的增加而增加,且相关性很高。约束压力增强了页岩样本存储弹性能的能力,提高了页岩样本抵抗内部裂缝扩展的能力。随着垫层角的增大,破坏点处样品的总能量、弹性能量和耗散能量先减小后增大。当碾压角为 0° 时,可获得最大值。页岩的弹性能和耗散能由于垫层的影响而具有很强的异质性,在从能量角度探索岩石变形和破坏规律时,应考虑垫层的影响。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Investigation of the effect of bedding and confining pressure on the energy evolution of shale during the unloading process

To explore the effect of bedding and initial confining pressure on the energy evolution characteristics of shale during the unloading process, samples were drilled with different bedding angles, unloading tests were conducted under different initial confining pressures, and the mechanical and energy evolution characteristics of shale during the unloading process were analyzed. The results show that the stress–strain curve of the unloading test can be divided into the linear elasticity stage, the stable crack growth stage, the accelerated crack growth stage, and the post-failure stage. Critical confining pressure can show the relative strength of the rock samples. The elastic modulus and Poisson's ratio increase with an increase in axial preset load. The elastic modulus increases with the bedding angle, and the effect of the bedding angle on the Poisson's ratio is insignificant. The energy evolution of the unloading test can be divided into three stages: energy accumulation, energy dissipation, and energy release. The larger the axial preset load, the higher the critical confining pressure, the higher the elastic modulus, and the higher the Poisson's ratio. The total energy, elastic energy, and dissipation energy all increase with the increase in the initial confining pressure, and the correlation is high. Confining pressure enhances the ability of the shale sample to store elastic energy and improves the ability of the shale sample to resist internal crack propagation. The total energy, elastic energy, and dissipated energy of the samples in the failure point decrease first and then increase with the increase in the bedding angle. The maximum value can be obtained when the bedding angle is 0°. The elastic energy and dissipated energy of shale are highly heterogeneous due to bedding, and the effects of bedding should be taken into account when exploring the law of rock deformation and failure from an energy perspective.

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来源期刊
Natural Gas Industry B
Natural Gas Industry B Earth and Planetary Sciences-Geology
CiteScore
5.80
自引率
6.10%
发文量
46
审稿时长
79 days
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