The effect of overlying rock fracture and stress path evolution in steeply dipping and large mining height stope

被引:17
|
作者
Huang, Baofa [1 ,2 ]
Xie, Panshi [1 ,2 ]
Wu, Yongping [1 ,2 ]
Lin, Weidian [1 ,2 ]
Luo, Sheng [3 ]
Wang, Shicheng [3 ]
Wen, Zekang [3 ]
Chen, Jianjie [4 ]
机构
[1] Xian Univ Sci & Technol, Sch Energy Engn, Xian 710054, Peoples R China
[2] Xian Univ Sci & Technol, Key Lab Western Mine Exploitat & Hazard Prevent, Minist Educ, Xian 710054, Peoples R China
[3] Sichuan Chuanmei Huarong Energy Co Ltd Taiping Coa, Panzhihua 617014, Sichuan, Peoples R China
[4] Xinjiang Coking Coal Grp Corp Ltd, Urumqi 830025, Xinjiang, Peoples R China
基金
中国国家自然科学基金;
关键词
Steeply dipping coal seam; Large mining height; Collaborative load-bearing structure; Ladder key layer; Fracture track line; Gravity-dip effect;
D O I
10.1007/s40948-024-00803-8
中图分类号
TE [石油、天然气工业]; TK [能源与动力工程];
学科分类号
0807 ; 0820 ;
摘要
To study the fracture instability characteristics and fracture mechanism of overlying strata in steeply dipping and large mining height stope, through the combination of physical simulation experiment, numerical calculation, theoretical analysis and field measurement, the correlation between the evolution of mining stress field and the fracture of overlying strata in large mining height stope under the effect of dip angle is analyzed, and the stress transfer path and the fracture mechanism of overlying strata are revealed. Finally, the influence mechanism of key strata on the evolution of the mining stress field of overlying strata is explained. The research shows that under the influence of gravity dip angle effect and mining height increase, the mining stress is non-equilibrium transferred and evolved in space, and the principal stress field presents the characteristics of partition evolution. The fracture trajectory of rock strata is multi-step and "(sic)" shaped, and the inclined masonry structure and multi-step key strata form a cooperative bearing structure. The key layer of the ladder is the stress transmission structure between the caving zone and the stress arch, and the high stress in the overhanging area under the main roof is transmitted to the advanced roof. With the increase of dip angle, the height of the caving zone decreases, and the fracture range of ladder and principal stress arch decreases. The cracks in the middle and upper broken rock blocks increase, and the instability of the "high ladder rock layer" is easy to induce the simultaneous fracture of the "inclined masonry structure", resulting in regional unbalanced instability and impact. The research results can provide some reference and guiding significance for the stability control of surrounding rock in longwall stope with steeply dipping. The failure characteristics of surrounding rock and the evolution law of stress field under the dip angle effect are analyzed. The stress transfer path and overburden fracture mechanism of steeply dipping stope are revealed. Explained the influence mechanism of key layers on the evolution of overlying rock mining stress field.
引用
收藏
页数:19
相关论文
共 26 条
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