Analysis on numerical simulation and fracture mechanics model of water inrush of floor with hidden faults under dynamic and static loads

被引:0
|
作者
Zhao, Xianwei [1 ,2 ]
Yang, Dengfeng [3 ]
Zhu, Yanyan [1 ,2 ]
Zeng, Aiping [1 ,2 ]
机构
[1] Engn Lab Deep Mine Rockburst Disaster Assessment, Jinan, Peoples R China
[2] Shandong Bur Coal Geol, Geophys Prospecting & Surveying Team, Jinan, Peoples R China
[3] Qingdao Univ Technol, Sch Sci, Qingdao, Peoples R China
基金
中国国家自然科学基金;
关键词
dynamic load; crack propagation; water inrush; hidden fault; safe thickness; COAL; ACTIVATION; ROCK; ZONE;
D O I
10.3389/feart.2024.1352992
中图分类号
P [天文学、地球科学];
学科分类号
07 ;
摘要
The mining activation of hidden faults under dynamic and static loads is an important reason for the occurrence of floor water inrush disasters in deep coal seam mining. The formation and evolution mechanism of water inrush channel caused by mining on the floor of hidden faults were analyzed through numerical simulation, from the perspective of fracture mechanics, a model was constructed to explore the influence of combined dynamic and static loads on the propagation of water with cracks. A conclusion was drawn that the effects of mining stress and confined water have led to rapid expansion of hidden fault cracks and significant improvement in permeability, at the same time, the confined water in the hidden fault also has a scouring and expansion effect on the cracks, accelerating their development speed. There are spatial and temporal differences in the penetration patterns of hidden faults at different positions of floor, and the closer it is to the goaf, the more likely it is to experience activation of hidden faults and water inrush. When there are multiple hidden small faults in the floor, there is an alternating change between the water inrush growth area and the flow stable area with similar cyclic characteristics. The effect of dynamic load will increase the pore pressure in cracks, and increase the stress intensity factor at the crack tip, and more easily induce crack expansion and penetration failure. The critical water pressure calculation equation for crack propagation and failure under dynamic and static loads was derived, and the calculation method for the minimum safe thickness of the floor was further analyzed, the influence of water pressure, crack length, inclination angle, and mining depth on it was discussed. The effect of dynamic load will increase the pore pressure in cracks, and increase the stress intensity factor at the crack tip, and more easily induce crack expansion and penetration failure. Finally, the theoretical analysis results were verified by an engineering examples. The research results can provide theoretical basis for predicting and preventing water inrush from the mining floor, which is beneficial for the safe and sustainable mining of coal mines.
引用
收藏
页数:17
相关论文
共 34 条
  • [31] Numerical simulation of mechanical response analysis of asphalt pavement under dynamic loads with non-uniform tire-pavement contact stresses
    Wang, Tongxu
    Dong, Zejiao
    Xu, Ke
    Ullah, Shafi
    Wang, Donghao
    Li, Yiheng
    Construction and Building Materials, 2022, 361
  • [32] Numerical analysis of failure mechanics of concrete under true dynamic triaxial loading using a four-phase meso-model
    Singh, Chandrabhan
    Gupta, Pramod Kumar
    CONSTRUCTION AND BUILDING MATERIALS, 2024, 450
  • [33] Utilizing construction and demolition waste in concrete as a sustainable cement substitute: A comprehensive study on behavior under short-term dynamic and static loads via laboratory and numerical analysis
    Moein, Mohammad Mohtasham
    Rahmati, Komeil
    Moein, Ali Mohtasham
    Rigby, Sam E.
    Saradar, Ashkan
    Karakouzian, Moses
    JOURNAL OF BUILDING ENGINEERING, 2024, 97
  • [34] Numerical simulation of dynamic fracture properties of rocks under different static stress conditions深部高地压条件下岩石动态断裂特性的数值模拟
    Zheng-zhao Liang
    Xi-kun Qian
    Ya-fang Zhang
    Zhi-yi Liao
    Journal of Central South University, 2022, 29 : 624 - 644