| 考虑卸荷作用的底板突水破坏机制研究 |
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| 引用本文： | 张风达,申宝宏,康永华. 考虑卸荷作用的底板突水破坏机制研究[J]. 岩土力学, 2016, 37(2): 431-438. DOI: 10.16285/j.rsm.2016.02.016 |
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| 作者姓名： | 张风达 申宝宏 康永华 |
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| 作者单位： | 1.中国矿业大学（北京） 资源与安全工程学院，北京 100083；2.天地科技股份有限公司 开采设计事业部，北京 100013； 3.中煤科工集团有限公司，北京 100013 |
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| 基金项目： | 国家科技重大专项资助项目（No. 2011ZX05064）；中煤科工集团青年创新基金（No. 2014QN005）。 |
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| 摘 要： | 在依据摩尔图解及断裂力学理论对底板卸荷突水破坏分析的基础上，运用损伤断裂力学并结合统一强度理论，建立了考虑渗透水压作用下分支裂纹端部形成的塑性区范围计算方程与岩体发生贯穿破坏时的损伤阀值。将裂纹扩展过程与岩体损伤耦合起来，确定了裂纹的损伤断裂能量计算公式并分析了其影响因素。结果表明：侧压系数 0.5时，最大主应力完全卸荷状态下裂纹端部应力强度因子比双轴应力状态下大，岩体易发生破坏。考虑了裂纹端部塑性区的影响，裂纹损伤断裂能量相比于不考虑其影响时偏大，增大了煤层底板突水的危险性。裂纹损伤断裂能量 与裂纹半长 、裂纹面连通面积与总面积之比 、裂纹面渗透水压 及最小主应力 呈正相关，与裂纹面摩擦系数 及岩体的弹性模量 呈负相关。分析结果为底板突水破坏机制研究提供了一定的参考依据。
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| 关 键 词： | 摩尔圆 渗透水压 应力强度因子 统一强度理论 损伤断裂 |
| 收稿时间： | 2014-11-17 |
Water inrush failure mechanism of mining floor under unloading effect |
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| ZHANG Feng-da,SHEN Bao-hong,KANG Yong-hua. Water inrush failure mechanism of mining floor under unloading effect[J]. Rock and Soil Mechanics, 2016, 37(2): 431-438. DOI: 10.16285/j.rsm.2016.02.016 |
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| Authors: | ZHANG Feng-da SHEN Bao-hong KANG Yong-hua |
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| Affiliation: | 1. School of Resources and Safety Engineering, China University of Mining and Technology (Beijing), Beijing 100083, China; 2. Department of Coal Mining & Designing, Tiandi Science & Technology Co., Ltd., Beijing 100013, China; 3. China Coal Technology & Engineering Group Co., Ltd., Beijing 100013, China |
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| Abstract: | To further understand the failure mechanism of water inrush from mining face floor, the water inrush failure mechanism of mining floor is analyzed using the Mohr diagram and fracture mechanics theory. By considering the effect of saturated pressure on the branching crack tip, an analytical formula for the plastic fractured region and a damage threshold of rock mass failure are established with damage fracture mechanics and the unified strength theory. An equation of damage fracture energy is determined by coupling crack propagation and rock damage, and the factors influencing the damage fracture energy are analyzed in depth. The results show that the stress intensity factor (SIF) of the crack tip at the complete unloading state of the maximum principal stress is higher than that at the biaxial stress state with a confining pressure coefficient 0.5, in which the mining floor has been found to be more prone to failure. By taking into account the influence of the plastic fractured region of the branching crack tip, it is noted that the crack damage fracture energy tends to be higher and water inrush risk of mining floor is more obvious. There is a positive correlation between and the crack half-length a, the ratio of crack connected area to the crack total area , crack seepage pressure and the minimum principal stress . Whereas it shows a negative correlation with the friction coefficient of crack surface and modulus of rock mass . The results provide some insights into the prediction of water inrush failure mechanism of mining floor. |
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| Keywords: | Mohr circle seepage pressure stress intensity factor unified strength theory damage and fracture |
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