Home | About Journal  | Editorial Board  | Instruction | Subscription | Advertisement | Message Board  | Contact Us | 中文
MODERN TUNNELLING TECHNOLOGY 2019, Vol. 56 Issue (3) :102-108    DOI:
Current Issue | Next Issue | Archive | Adv Search << [an error occurred while processing this directive] | [an error occurred while processing this directive] >>
Optimization of Loosing Circle Support of Stoping Roadway with Large Inclination
(1 Chongqing Vocational Institute of Engineering, Chongqing 402260; 2 State Key Laboratory of Coal Mine Disaster Dynamics and Control, Chongqing University, Chongqing 400044; 3 China Gezhouba Group Explosive Co., Ltd., Chongqing 401121; 4 National Key Laboratory of Gas Disaster Detecting, Preventing and Emergency Controlling, Chongqing Research Institute of China Coal Technology& Engineering Group, Chongqing 400037)
Download: PDF (2834KB)   HTML (1KB)   Export: BibTeX or EndNote (RIS)      Supporting Info
Abstract With the wide mining of coal seam with large inclination, failure at roof and floor of stoping roadway sig? nificantly affects the safety of mining construction. Based on the six stoping roadways of five mining areas in southwest China, site test was conducted by a geological radar on the loosing circles at roofs and two sides of six stoping roadways with large inclinations, simulation and analysis were performed by 3DEC software regarding the mode of rock mass failure and plastic zone of failure, an areal map of loosing circle of stoping roadway with large inclination was drawn by taking the measured data into consideration, and the support scheme of stoping roadway was optimized. The results show that it will effectively control rock mass failure of stoping roadway and reduce the failure scope at floor and two sides with the scheme of“anchor bolt+ anchor cable+ steel strip”, guaranteeing the safety of mining construction.
Service
Email this article
Add to my bookshelf
Add to citation manager
Email Alert
RSS
Articles by authors
ZENG Lai1 LIU Yong2 YANG Hongyun2
3 GUO Ping4
KeywordsLarge inclination   Stoping roadway   Loosing circle   Geological radar   Numerical simulation   Support op? timization     
Abstract: With the wide mining of coal seam with large inclination, failure at roof and floor of stoping roadway sig? nificantly affects the safety of mining construction. Based on the six stoping roadways of five mining areas in southwest China, site test was conducted by a geological radar on the loosing circles at roofs and two sides of six stoping roadways with large inclinations, simulation and analysis were performed by 3DEC software regarding the mode of rock mass failure and plastic zone of failure, an areal map of loosing circle of stoping roadway with large inclination was drawn by taking the measured data into consideration, and the support scheme of stoping roadway was optimized. The results show that it will effectively control rock mass failure of stoping roadway and reduce the failure scope at floor and two sides with the scheme of“anchor bolt+ anchor cable+ steel strip”, guaranteeing the safety of mining construction.
KeywordsLarge inclination,   Stoping roadway,   Loosing circle,   Geological radar,   Numerical simulation,   Support op? timization     
Cite this article:   
ZENG Lai1 LIU Yong2 YANG Hongyun2, 3 GUO Ping4 .Optimization of Loosing Circle Support of Stoping Roadway with Large Inclination[J]  MODERN TUNNELLING TECHNOLOGY, 2019,V56(3): 102-108
URL:  
http://www.xdsdjs.com/EN/      或     http://www.xdsdjs.com/EN/Y2019/V56/I3/102
 
No references of article
[1] LIU Feixiang1,2.SCDZ133 Intelligent Multi-function Trolley and Its Application in Tunnelling[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 1-7
[2] ZHOU Wenbo WU Huiming ZHAO Jun.On Driving Strategy of the Shield Machine with Atmospheric Cutterhead in Mudstone Strata[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 8-15
[3] CHEN Zhuoli1,2 ZHU Xunguo1,2 ZHAO Deshen1,2 WANG Yunping1,2.Research on Anchorage Mechanism of Yielding Support in the Deep-buried Tunnel[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 16-22
[4] WANG Quansheng.Case Study Based Analysis of Segment Division Principles of Rectangular Shield Tunnels[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 23-29
[5] ZHANG Heng1 ZHU Yimo1 LIN Fang1 CHEN Shougen1 YANG Jiasong2.Study on Optimum Excavation Height of Middle Bench in an Underground Cavern Based on Q System Design[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 30-37
[6] LI Hao.Geological Survey on Breakthrough Section of the Large-section Karst Tunnel by Radio Wave Penetration Method[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 38-42
[7] CEN Peishan1 TIAN Kunyun2 WANG Ximin3.Study on Gas Hazard Assessment of Yangshan Tunnel on Inner MongoliaJiangxi Railway[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 43-49
[8] ZHU Jianfeng1 GONG Quanmei2.Centrifugal Model Test on Long-term Settlement of Shield Tunnels in Soft Soils[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 49-55
[9] CHEN Youzhou1 REN Tao2 DENG Peng2 WANG Bin3.Prediction of Tunnel Settlements by Optimized Wavelet Neural Network Based on ABC[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 56-61
[10] WANG Dengmao TENG Zhennan TIAN Zhiyu CHEN Zhixue.Reflection on Disease Treatment and Design Issues of Unconventional Rockburst of Bamiao Tunnel on Taoyuan-Bazhong Highway[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 62-68
[11] WU Shuyuan1 CHENG Yong1 XIE Quanmin2 LIU Jiguo1 CHEN Biguang1.Analysis on the Causes of the Large Deformation of Surrounding Rocks of Milashan Tunnel in Tibet[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 69-73
[12] WANG Sui1,2,3 ZHONG Zuliang3 LIU Xinrong3 WU Bo1,2,4 ZHAO Yongbo1,2 LI Zhantao1,2.D-P Yield Criterion Based Elastoplastic Solution of the Circular Pressure Tunnel[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 74-80
[13] LI Ming YAN Songhong PAN Chunyang ZHANG Xubin.Analysis of Fluid-Solid Coupling Effect during Excavation of the Water-rich Large-section Loess Tunnel[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 81-88
[14] ZHANG Kai1 CHEN Shougen2 HUO Xiaolong3 TAN Xinrong4.Extension Assessment Model for the Risk of Water Inflow in Karst Tunnels and Its Application[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 89-96
[15] LI Jie1 ZHANG Bin1 FU Ke1 MA Chao1 GUO Jingbo1 NIU Decao2.Site Data Based Prediction of Shield Driving Performance in Compound Strata[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 97-104
Copyright 2010 by MODERN TUNNELLING TECHNOLOGY