Home | About Journal  | Editorial Board  | Instruction | Subscription | Advertisement | Message Board  | Contact Us | 中文
MODERN TUNNELLING TECHNOLOGY 2013, Vol. 50 Issue (3) :163-167    DOI:
Current Issue | Next Issue | Archive | Adv Search << [an error occurred while processing this directive] | [an error occurred while processing this directive] >>
Analysis of and Countermeasures Against Gas Problems
in the Queletage No.2 Tunnel on the New Special Railway
from Kuqa to the Ehuobulake Coal Mine
（Xinjiang Railway Survey and Design Institute, Urumqi  830011）
Download: PDF (0KB)   HTML (1KB)   Export: BibTeX or EndNote (RIS)      Supporting Info
Abstract The gas burst section of the Queletage No.2 Tunnel is located in non-coal measure strata which itself does not generate gas, but reserve gas is emitted through the faults and influence belts on both sides. The composition and source of the gas were ascertained by geological surveying, real-time monitoring, and sampling analysis. As for the gas burst in the non-coal measure strata, such countermeasures as strengthened gas monitoring, intensive construction ventilation, and advance geological forecasts are presented.
Service
Email this article
Add to my bookshelf
Add to citation manager
Email Alert
RSS
Articles by authors
Keywords：  Gas tunnel   Cause analysis   Countermeasures     
Abstract： The gas burst section of the Queletage No.2 Tunnel is located in non-coal measure strata which itself does not generate gas, but reserve gas is emitted through the faults and influence belts on both sides. The composition and source of the gas were ascertained by geological surveying, real-time monitoring, and sampling analysis. As for the gas burst in the non-coal measure strata, such countermeasures as strengthened gas monitoring, intensive construction ventilation, and advance geological forecasts are presented.
Keywords：  Gas tunnel,   Cause analysis,   Countermeasures     
published: 2012-09-03
Cite this article:   
.Analysis of and Countermeasures Against Gas Problems
in the Queletage No.2 Tunnel on the New Special Railway
from Kuqa to the Ehuobulake Coal Mine[J]  MODERN TUNNELLING TECHNOLOGY, 2013,V50(3): 163-167
URL:  
http://www.xdsdjs.com/EN/      或     http://www.xdsdjs.com/EN/Y2013/V50/I3/163
　
No references of article
[1] YAN Jinxiu1,2.Technical Challenges of Super-Long Mountainous Tunnels at Great Depth[J]. MODERN TUNNELLING TECHNOLOGY, 2018,55(3): 1-5
[2] .Quality and Technical Countermeasures in Highway Tunnel Engineering[J]. MODERN TUNNELLING TECHNOLOGY, 2017,54(4): 1-12
[3] .Long-Term Monitoring and Analysis of Lining Cracks in Operating Highway Tunnels[J]. MODERN TUNNELLING TECHNOLOGY, 2017,54(3): 17-25
[4] YANG Shu-Jiang.Risks and Countermeasures during Shield Construction of the Xiamen Metro Under Complicated Geological Conditions[J]. MODERN TUNNELLING TECHNOLOGY, 2016,53(5): 188-193
[5] LIU Can DU Yongqiang BAO Guangzheng CHENG Zhen.Mechanism Analysis and Treatment Measures for Settlement and Cracking of the Primary Support Structure in a Red Clay Tunnel[J]. MODERN TUNNELLING TECHNOLOGY, 2016,53(3): 207-211
[6] LI Guoliang.Construction Difficulties and Countermeasures for the Lanzhou-Chongqing Railway Tunnels in Complicated Geological Conditions[J]. MODERN TUNNELLING TECHNOLOGY, 2015,52(5): 10-15
[7] Zhang Tuanjie1 Wang Yuanping2.A Study of Construction Risk and Countermeasures for Shield Tunnelling Under Urban Buildings[J]. MODERN TUNNELLING TECHNOLOGY, 2015,52(3): 211-215
[8] ZHU Wei-Bin-1, ZHONG Chang-Ping-2, 3 , HUANG Wei-Ran-2, ZHOU Cui-Ying-3, LUO Shu-Yi-2 .Cause Analysis and Countermeasures for "Hindered" Mucking in Shield Construction [J]. MODERN TUNNELLING TECHNOLOGY, 2014,51(5): 23-32
[9] HUANG Wei-Ran-1, 3 , Zhu-Wei-Bin-2, Liu-Ren-Huai-1.Risks and Countermeasures for the Shenzhen-Guangzhou-Zhongshan (SGZ) Shield-Tunnel Project Crossing the Pearl River Estuary[J]. MODERN TUNNELLING TECHNOLOGY, 2014,51(4): 178-184
[10] Lei Jianqiang1 Ding Zhangfang2.Current Status of and Suggestion on Monitoring and Measurement and Advance Geological Prediction Technology for Highway Tunnel Construction[J]. MODERN TUNNELLING TECHNOLOGY, 2013,50(6): 32-38
[11] Yu Hongjun Wang Weigao Wan Decai.Countermeasures Against Construction Risks in Gas-Rich Tunnels[J]. MODERN TUNNELLING TECHNOLOGY, 2013,50(4): 56-62
[12] Wang Xiaomin1,2 Fang Yong2.Construction Ventilation Scheme for the Huayingshan Extra-Long
Tunnel on the Nanchong-Dazhu-Liangping Expressway[J]. MODERN TUNNELLING TECHNOLOGY, 2013,50(4): 188-196
[13] GONG Lun, SUN Ke-Guo, CHOU Wen-Ge.Study of the Force Characteristics of the Primary Support in a Tunnel with Large Deformation and Related Countermeasures[J]. MODERN TUNNELLING TECHNOLOGY, 2012,49(6): 70-74
[14] BAI Yong-Xue-1, QI Tai-Yue-1, WU Zhai-Rui-1, REN Guo-Qing-2.Analysis of and Countermeasures to Causes of Ground Loss Induced by Shield Construction in Sandy Pebble Stratum[J]. MODERN TUNNELLING TECHNOLOGY, 2012,49(3): 54-61
[15] CUI Guang-Yao-1, Wang-Ming-Nian-1, Lin-Guo-Jin-2, Zhang-Wei-Qing-1, Wang-Wei-Jia-1 .Study of the Earthquake Damage Mechanism and Aseismatic Countermeasure of a Highway Tunnel Portal Section in the Wenchuan Seismic Disaster Area[J]. MODERN TUNNELLING TECHNOLOGY, 2011,48(6): 6-10
Copyright 2010 by MODERN TUNNELLING TECHNOLOGY