Application of Gob-Side Entry Driving in Fully Mechanized Caving Mining: A Review of Theory and Technology

被引:7
|
作者
Chen, Dongdong [1 ]
Zhu, Jingkun [1 ]
Ye, Qiucheng [1 ]
Ma, Xiang [1 ]
Xie, Shengrong [1 ]
Guo, Wenke [1 ]
Li, Zijian [1 ]
Wang, Zhiqiang [1 ]
Feng, Shaohua [1 ]
Yan, Xiangxiang [1 ]
机构
[1] China Univ Min & Technol Beijing, Sch Energy & Min Engn, Beijing 100083, Peoples R China
基金
中国国家自然科学基金; 中国博士后科学基金;
关键词
fully mechanized top coal caving mining; gob-side entry driving; triangle-block structure; beam structure; cable truss; support; SURROUNDING ROCK CONTROL; YIELD PILLAR DESIGN; COAL-SEAM; LONGWALL; FAILURE; ROADWAY; THICK; SIZE; GOAF; FACE;
D O I
10.3390/en16062691
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
China has abundant coal resources, and the distribution of coal seams is complex. Thick coal seams account for more than 45% of all coal seams. Fully mechanized top coal caving mining has the advantages of large production, high efficiency, and low cost. In fully mechanized caving mining, especially in fully mechanized caving mining of extra-thick coal seams, the mining space is ample, the mine pressure is severe, and the roadway maintenance is complex. As a result, it is necessary to summarize and discuss the gob-side entry driving of fully mechanized caving in theory and technology, which will help to promote the further development of fully mechanized caving gob-side entry driving technology. First, in recent years, the research hotspots of gob-side entry driving have focused on the deformation mechanism and the control method of the roadway surrounding rock. Secondly, this paper discusses the theoretical models of the "triangle-block" and "beam" for the activity law of the overlying strata in gob-side entry driving, including the lateral breaking "large structure" model, compound key triangle block structure model in the middle and low position, the high and low right angle key block stability mechanics model, elastic foundation beam model, low-level combined cantilever beam + high-level multilayer masonry beam structure model, and the vertical triangular slip zone structure model. It introduces the "internal and external stress field theory" and the "stress limit equilibrium zone model". Thirdly, it summarizes several numerical simulation analysis methods in different conditions or research focuses and selects appropriate constitutive models and simulation software. Finally, it introduces surrounding rock control technology, including two ribs, the roof, and under challenging conditions. It provides a method reference for support in similar projects.
引用
收藏
页数:26
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