首页|三向非等压应力场下围岩主应力差与塑性区分布关系研究

三向非等压应力场下围岩主应力差与塑性区分布关系研究

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首先,以弹性理论为基础推导出考虑巷道轴向应力影响的主应力差解析式,通过变化水平侧压比、轴向侧压比研究完全弹性条件时不同应力场下主应力差分布形态演化规律.其次,推导出考虑轴向应力作用的围岩塑性区近似解,研究不同应力环境下围岩的塑性区形态演化规律.最后,对比分析主应力差及塑性区形态特征,研究二者分布形态的对应关系,并通过数值模拟验证理论分析的正确性.研究结果表明:在弹性理论下,三向应力场条件的主应力差值分布会呈现圆形、椭圆形、蝶形3种形态的演化规律;在考虑巷道塑性破坏的情况下,主应力差值在σx、σz较小一侧形成峰值壳,在较大一侧形成卸压壳.在不同水平侧压比及轴向侧压比情况下,围岩塑性区形态会呈现圆形—椭圆形、椭圆形—蝶形、蝶形恶性扩展3个阶段的演化过程.巷道主应力差的分布形态在一定程度上可以反映塑性区形态,主应力差和塑性区在相同应力条件下的形态特征具有逐一对应关系,且二者形态在很大程度上由水平侧压比决定,轴向侧压比对塑性区形态影响较小.160206回风巷在偏转式主应力差集中区形成非对称异化特征.本文基于分析及现场破坏情况提出的联合协同支护技术在现场应用效果较好.
Study on relationship between principal stress difference of surrounding rock and distribution of plastic zone under three-dimensional non-isobaric stress field
Firstly,based on the elastic theory,the analytical formula of principal stress difference considering the influence of axial stress in roadway was derived.Under complete elastic condition,the evolution law of principal stress difference distribution at different stress fields was studied by changing horizontal lateral pressure ratio and axial lateral pressure ratio.Secondly,the approximate solution of plastic zone of surrounding rock considering axial stress was derived,and the evolution law of plastic zone morphology of surrounding rock under different stress environments was studied.Finally,the principal stress difference and the morphological characteristics of the plastic zone were compared and analyzed,and the corresponding relationship between the two distribution patterns was studied.The correctness of the theoretical analysis was verified by numerical simulation.The results show that under the elastic theory,the distribution of the principal stress difference under the three dimensional stress field conditions will show three forms of the evolution law,i.e.,circle,ellipse and butterfly.Considering the plastic failure of the roadway,the principal stress difference forms a peak shell on the smaller side of σx and σz,and a pressure relief shell on the larger side.Under different horizontal and axial lateral pressures ratios,the plastic zone morphology of surrounding rock will show three stages of evolution,i.e.,circular to elliptical,elliptic to butterfly and butterfly malignant expansion.The distribution of the principal stress difference of the roadway can reflect the shape of the plastic zone to a certain extent.The morphological characteristics of the principal stress difference and the plastic zone under the same stress conditions have a corresponding relationship,and the shape of the two is largely determined by the horizontal lateral pressure,while the axial lateral pressure ratio has little effect on the shape of the plastic zone.The 160206 return airway forms asymmetric alienation characteristics in the concentrated area of deflected principal stress difference.The field application effect of the proposed joint support technology based on the analysis and field damage is good.

difference between principal stressesaxial stressroadway plastic zonenon-hydrostatic pressure fieldsurrounding rock control

刘洪涛、韩子俊、韩洲、陈子晗、韦晟杰、刘勤裕、程文聪、吴双

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中国矿业大学(北京) 能源与矿业学院,北京,100083

煤炭行业巷道支护与灾害防治工程研究中心,北京,100083

主应力差 轴向应力 巷道塑性区 非静水压力场 围岩控制

国家自然科学基金联合基金资助项目国家自然科学基金资助项目中央高校基本科研业务费资助项目

U22A20165520042892022XJNY01

2024

中南大学学报(自然科学版)
中南大学

中南大学学报(自然科学版)

CSTPCD北大核心
影响因子:0.938
ISSN:1672-7207
年,卷(期):2024.55(1)
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