Research of Surrounding Rock Control of Gob-Side Entry Retaining Based on Deviatoric Stress Distribution Characteristics

被引:8
作者
Wang, Zhiqiang [1 ,2 ,3 ,4 ]
Zhang, Jiao [1 ]
Li, Jingkai [1 ]
Wang, Peng [1 ]
Wu, Chao [1 ]
Shi, Lei [1 ]
机构
[1] China Univ Min & Technol Beijing, Sch Energy & Min Engn, Beijing 100083, Peoples R China
[2] Xian Univ Sci & Technol, State Key Lab Coal Resources Western China, Xian 710054, Peoples R China
[3] China Univ Min & Technol Beijing, Beijing Key Lab Precise Min Intergrown Energy & R, Beijing 100083, Peoples R China
[4] China Univ Min & Technol Beijing, Natl Demonstrat Ctr Expt Safe Coal Min & Geol Gua, Beijing 100083, Peoples R China
关键词
concrete wall; deviatoric stress; damage zone; surrounding rock control; gob-side entry retaining; THIN COAL SEAMS; ROADSIDE SUPPORT; STRENGTH; FLOOR; ROOF; WALL;
D O I
10.3390/su14095660
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
In view of the difficulty of the surrounding rock control of retaining a roadway along a goaf, this paper takes the 5504 working face of the Hongshuliang Coal Mine as the engineering context. The uniaxial compressive strength and tensile strength of concrete filling material in the retained roadway are determined by laboratory tests. Through theoretical analysis, field investigation, numerical simulation and field measurement, the distribution characteristics of deviatoric stress and damage zone of the roadway surrounding rock in the mining process of the 5504 working face are studied here. Based on the failure of rock mass element caused by deviatoric stress tensors, the study shows that the thickness of the concrete wall is 2.2 m and the compressive strength of the concrete wall can reach 10.87-11.64 MPa in 3 days to 4 days, which can meet the support strength of the retained roadway. From the position of 90 m in front of the working face to the position of 100 m behind the working face, the distribution form of the roadway surrounding rock deviatoric stress is: symmetrical butterfly shape -> single butterfly shape -> narrow oblique strip -> oblique 8 shape -> wide oblique strip shape. When the distance between the retained roadway and the working face is 49 m, the retained roadway tends to be stable. Based on the distribution characteristics of the deviatoric stress outline line and the damage zone outline line of the retained roadway surrounding rock, the retained roadway surrounding rock is divided into three regions, and the combined support technology of "bolt + anchor cable + single pillar + reinforcement combined with steel plate to strengthen concrete wall" is proposed. Through field engineering practice, the maximum displacement of roof, floor, solid coal side and concrete wall side in the retained roadway is 136.6 mm, 78.8 mm, 62.3 mm and 43.3 m, respectively, and the surrounding rock control effect of the retained roadway is good.
引用
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页数:21
相关论文
共 27 条
[1]   Strength and deformation of recycled aggregate concrete under triaxial compression [J].
Deng, Zhiheng ;
Wang, Yumei ;
Sheng, Jun ;
Hu, Xu .
CONSTRUCTION AND BUILDING MATERIALS, 2017, 156 :1043-1052
[2]   Gob-Side Entry Retaining Involving Bag Filling Material for Support Wall Construction [J].
Du, Zhaowen ;
Chen, Shaojie ;
Ma, Junbiao ;
Guo, Zhongping ;
Yin, Dawei .
SUSTAINABILITY, 2020, 12 (16)
[3]   Stability of Gate Roads Next to an Irregular Yield Pillar: A Case Study [J].
Feng, Guorui ;
Wang, Pengfei ;
Chugh, Yoginder P. .
ROCK MECHANICS AND ROCK ENGINEERING, 2019, 52 (08) :2741-2760
[4]  
Girgin ZC, 2007, ACI STRUCT J, V104, P278
[5]  
Hua X.Z., 2004, Int J Coal Sci Technol, V10, P9
[6]  
Kan JG, 2011, ROCK SOIL MECH, V32, P2778
[7]   Surrounding rock control mechanism in the gob-side retaining entry in thin coal seams, and its application [J].
Li, J. Z. ;
Zhang, M. ;
Li, Y. ;
Hu, H. .
JOURNAL OF THE SOUTHERN AFRICAN INSTITUTE OF MINING AND METALLURGY, 2018, 118 (05) :471-480
[8]   Development of a New Gob-Side Entry-Retaining Approach and Its Application [J].
Luan, Hengjie ;
Jiang, Yujing ;
Lin, Huili ;
Li, Guofeng .
SUSTAINABILITY, 2018, 10 (02)
[9]  
[马立强 MA Liqiang], 2007, [岩石力学与工程学报, Chinese Journal of Rock Mechanics and Engineering], V26, P544
[10]  
[马念杰 Ma Nianjie], 2015, [中国矿业大学学报. 自然科学版, Journal of China University of Mining & Technology], V44, P206