Home | About Journal  | Editorial Board  | Instruction | Subscription | Advertisement | Message Board  | Contact Us | 中文
MODERN TUNNELLING TECHNOLOGY 2019, Vol. 56 Issue (3) :25-30    DOI:
Current Issue | Next Issue | Archive | Adv Search << [an error occurred while processing this directive] | [an error occurred while processing this directive] >>
Characteristics Analysis and Forecast Evaluation of Gas Occurrence of the Longquanshan Tunnel on Chengdu Metro
(1 China Railway Eryuan Engineering Group Co., Ltd.,Chengdu 610031;2 China Railway Southwest Research Institute Co., Ltd.,Chengdu 611731)
Download: PDF (2907KB)   HTML (1KB)   Export: BibTeX or EndNote (RIS)      Supporting Info
Abstract In light of the tunnel construction safety and gas fortification, the regional geological background and gas structure of the Longquan Mountain in Sichuan Basin were investigated from a macro perspective, the Longquanshan tunnel of Chengdu Metro was identified as a gas tunnel in non-coal measure strata considering the development and distribution of geological structure at tunnel site, and its macroscopic characteristics of gas structure were presented. Based on the detailed exploration results of gas detection, geophysical exploration and laboratory test of boreholes, the microscopic characteristics of gas buried depth, elevation, strata and rock mass of the Longquanshan tunnel were stated. By comparing with the Longquanshan water tunnel to be completed soon, the above mentioned characteristics were proved by gas monitoring results, and a prediction and evaluation of gas occurrence and fortification grade of the Longquanshan tunnel were conducted.
Service
Email this article
Add to my bookshelf
Add to citation manager
Email Alert
RSS
Articles by authors
ZHANG Xiaolin1 CAI Jianhua2 LIAO Yankai2
KeywordsChengdu metro   Longquanshan tunnel   Gas occurrence;Concentration;Detection and monitoring;Fore? cast     
Abstract: In light of the tunnel construction safety and gas fortification, the regional geological background and gas structure of the Longquan Mountain in Sichuan Basin were investigated from a macro perspective, the Longquanshan tunnel of Chengdu Metro was identified as a gas tunnel in non-coal measure strata considering the development and distribution of geological structure at tunnel site, and its macroscopic characteristics of gas structure were presented. Based on the detailed exploration results of gas detection, geophysical exploration and laboratory test of boreholes, the microscopic characteristics of gas buried depth, elevation, strata and rock mass of the Longquanshan tunnel were stated. By comparing with the Longquanshan water tunnel to be completed soon, the above mentioned characteristics were proved by gas monitoring results, and a prediction and evaluation of gas occurrence and fortification grade of the Longquanshan tunnel were conducted.
KeywordsChengdu metro,   Longquanshan tunnel,   Gas occurrence;Concentration;Detection and monitoring;Fore? cast     
Cite this article:   
ZHANG Xiaolin1 CAI Jianhua2 LIAO Yankai2 .Characteristics Analysis and Forecast Evaluation of Gas Occurrence of the Longquanshan Tunnel on Chengdu Metro[J]  MODERN TUNNELLING TECHNOLOGY, 2019,V56(3): 25-30
URL:  
http://www.xdsdjs.com/EN/      或     http://www.xdsdjs.com/EN/Y2019/V56/I3/25
 
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