Study on Stability Control of Retained Gob-Side Entry by Blasting Fracturing Roof Technology in Thick Immediate Roof

被引:4
|
作者
Guo, Jingang [1 ,2 ]
Li, Yaohui [1 ,2 ]
He, Fulian [1 ]
Fu, GuangSheng [3 ]
Gao, Sheng [4 ]
机构
[1] China Univ Min & Technol Beijing, Sch Energy & Min Engn, Beijing 10083, Peoples R China
[2] Datong Coal Mine Grp Co Ltd, Datong 037003, Peoples R China
[3] China Met Geol Bur, Shandong Bur, Qingdao 26600, Peoples R China
[4] CCTEG Energy Technol Dev Co Ltd, Beijing 10083, Peoples R China
关键词
GATEROAD; GOAF;
D O I
10.1155/2021/6613562
中图分类号
O42 [声学];
学科分类号
070206 ; 082403 ;
摘要
A retained gob-side entry technique is popular in longwall mining coal mines, because the excavation of an entry is reduced for the next panel. However, it is influenced by multiple excavations and mining, so the stability control of the surrounding rock becomes a problem. In view of the above problems, a typical retained gob-side entry with thick immediate roof was carried out, and a blasting fracturing roof technology was used in it to improve the stress environment, reduce the deformation and damage, and ensure stability and safety. To study the fracturing roof parameters, a global model with thick immediate roof considering strain-soft and double-yield constitution was built. It found that the stress, damage range, and deformation of surrounding rock were closely related to the height and angle of fracturing roof, and an optimal case was given out. The simulation result was applied to the field practice, and a good application effect was achieved. The above technique and research method can be used as a reference for the coal mine with similar conditions.
引用
收藏
页数:12
相关论文
共 50 条
  • [1] Support technology of gob-side entry retaining with thin immediate roof
    Li, Baoyu
    Zhang, Nong
    Pan, Dongjiang
    Han, Changliang
    Electronic Journal of Geotechnical Engineering, 2014, 19 (0Y): : 8615 - 8621
  • [2] Support technology of gob-side entry retaining with thin immediate roof
    Li, Baoyu, 1600, E-Journal of Geotechnical Engineering (19):
  • [3] Control design of roof rock for advance blasting in roof on gob-side entry without roadside support
    Zhang Kai-zhi
    Liu Bao-cheng
    MINING 2014: TAISHAN ACADEMIC FORUM - PROJECT ON MINE DISASTER PREVENTION AND CONTROL, 2014, : 211 - 217
  • [4] Technology of Gob-Side Entry Retaining by Presplitting Blasting and Roof Cutting Pressure Relief
    Xu Zaigang
    Zhang Huiyuan
    Xie Hongfei
    Ji Ming
    ELECTRONIC JOURNAL OF GEOTECHNICAL ENGINEERING, 2016, 21 (07): : 1725 - +
  • [5] Mechanism and control of deformation in gob-side entry with thick and hard roof strata
    Guo, J. S.
    Ma, L. Q.
    Ngo, I.
    JOURNAL OF THE SOUTHERN AFRICAN INSTITUTE OF MINING AND METALLURGY, 2023, 123 (08) : 423 - 434
  • [6] Stability analysis of roof-filling body system in gob-side entry retained
    Xin, Jinlin
    Zhang, Zizheng
    Yu, Weijian
    Deng, Min
    GEOMECHANICS AND ENGINEERING, 2024, 36 (01) : 27 - 37
  • [7] Combined blasting for protection of gob-side roadway with thick and hard roof
    Fu, Qiang
    Yang, Jun
    Gao, Yubing
    Li, Changjiang
    Song, Hongxu
    Liu, Yuxuan
    Wu, Xing
    JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING, 2024, 16 (08) : 3165 - 3180
  • [8] Stability control of gob-side entry retention under the condition of inclined thick layer and hard roof
    Zhu Y.
    Ren H.
    Wang P.
    Li P.
    Wang X.
    Wei M.
    Zhongnan Daxue Xuebao (Ziran Kexue Ban)/Journal of Central South University (Science and Technology), 2023, 54 (03): : 956 - 966
  • [9] Application of Presplitting Blasting Technology in Surrounding Rock Control of Gob-Side Entry Retaining with Hard Roof: A Case Study
    Gong, Shuang
    Tan, Yi
    Liu, Yunpeng
    Zhu, Dan
    Yu, Yang
    ADVANCES IN MATERIALS SCIENCE AND ENGINEERING, 2021, 2021
  • [10] Calculation and analysis of immediate roof subsidence in gob-side entry retaining
    Lu, Xiao-Yu
    Hua, Xin-Zhu
    Zhao, Ming-Qiang
    Caikuang yu Anquan Gongcheng Xuebao/Journal of Mining and Safety Engineering, 2011, 28 (01): : 34 - 38