Home | About Journal  | Editorial Board  | Instruction | Subscription | Advertisement | Message Board  | Contact Us | 中文
MODERN TUNNELLING TECHNOLOGY 2020, Vol. 57 Issue (6) :171-176    DOI:
Current Issue | Next Issue | Archive | Adv Search << [an error occurred while processing this directive] | [an error occurred while processing this directive] >>
Comprehensive Geological Prediction of Dongtianshan Tunnel Entrance Passing through the Fault and Intensely Weathered Water-rich Zone
(1 CCCC First Highway Engineering Group Co. Ltd.,Beijing 100024;2 Beijing Jiaotong University, Beijing 100044;3 Beijing Key Laboratory of Underground Engineering Construction Prediction and Pre-warning,Beijing 100037)
Download: PDF (4650KB)   HTML (1KB)   Export: BibTeX or EndNote (RIS)      Supporting Info
Abstract The engineering geology and hydrogeological conditions of the entrance section of Dongtianshan tunnel are extremely complicated. The tunnel passes through the silty clay cover layer, the holocene active seismic fault F1 and the highly weathered water-rich tuff sandstone successively. Due to water-sealing of the silty clay cover layer,local water resistance at the F1 fault and water supply from the melted permafrost snow of Mount Tianshan, the highly weathered tuff sandstone has formed a wide range of water storage structure, leading to great risks and challenges in the construction of left and right entrance sections of the tunnel. In this paper, a comprehensive geological prediction method combining geological record-geophysical exploration-drilling is adopted, the spatial relationship and genesis of the fault and confined weathered fissure water are clarified, as well as the water inflow during tunnel excavation is predicted combined with field water inflow survey and a series of technical means, which ensures safe and smooth construction of the tunnel.
Service
Email this article
Add to my bookshelf
Add to citation manager
Email Alert
RSS
Articles by authors
XUE Jun1 ZHANG Chengrui1 YE Zijian2 YE Ying3
KeywordsDongtianshan Tunnel   Active fault   Weathered fissure water   Geological prediction     
Abstract: The engineering geology and hydrogeological conditions of the entrance section of Dongtianshan tunnel are extremely complicated. The tunnel passes through the silty clay cover layer, the holocene active seismic fault F1 and the highly weathered water-rich tuff sandstone successively. Due to water-sealing of the silty clay cover layer,local water resistance at the F1 fault and water supply from the melted permafrost snow of Mount Tianshan, the highly weathered tuff sandstone has formed a wide range of water storage structure, leading to great risks and challenges in the construction of left and right entrance sections of the tunnel. In this paper, a comprehensive geological prediction method combining geological record-geophysical exploration-drilling is adopted, the spatial relationship and genesis of the fault and confined weathered fissure water are clarified, as well as the water inflow during tunnel excavation is predicted combined with field water inflow survey and a series of technical means, which ensures safe and smooth construction of the tunnel.
KeywordsDongtianshan Tunnel,   Active fault,   Weathered fissure water,   Geological prediction     
Cite this article:   
XUE Jun1 ZHANG Chengrui1 YE Zijian2 YE Ying3 .Comprehensive Geological Prediction of Dongtianshan Tunnel Entrance Passing through the Fault and Intensely Weathered Water-rich Zone[J]  MODERN TUNNELLING TECHNOLOGY, 2020,V57(6): 171-176
URL:  
http://www.xdsdjs.com/EN/      或     http://www.xdsdjs.com/EN/Y2020/V57/I6/171
 
No references of article
[1] FAN Lei YANG Changyu.Study on the Evacuation and Rescue Technology for Super-long Railway Tunnels with Super-deep Shafts in Disaster Scenarios[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(6): 1-7
[2] LIU Jianyou1 ZHAO Yong2 LV Gang1 LIU Shufen3 LIU Chunxiao1.Research on Risk Classification and Assessment Method for Tunnels Crossing under High-speed Railway Subgrade[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(6): 8-16
[3] CHANG Yinsheng1,2 LV Le1 WANG Jingjing1,3 WANG Xudong1.Evaluation of Adjacent Building Damages Caused by Tunnel Excavation Considering Foundation Buried Depth[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(6): 17-24
[4] LIU Xinghong1 LIN Daming2 YU Jin3 QIU Renke4 SU Xingju4 LOU Chonghua5 WANG Hui6 ZHANG Zhongjian1.Review on BIM Technology Applied in Tunnel Engineering in China[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(6): 25-35
[5] CAI Qingcheng.Intelligent Control Technology for the Shield Segment Prefabrication[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(6): 36-45
[6] WEI Yinghua LIU Fei.Numerical Simulation Analysis of the Rockburst Mechanism in the Tunnel with High Geostress[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(6): 46-54
[7] JIANG Wujun1 LI Dejian2, 3 QU Tuoyu3.Upper Bound Analysis of Three-Dimensional Active Stability of a Shallow Tunnel Face Based on the Strength Reduction Method[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(6): 55-62
[8] XU Peng1 HUANG Jun1 ZHOU Jianbo1 TANG Jinzhou2.3D Numerical Simulation of the Interaction between Rock Mass and Shield TBM Passing through the Fault Fracture Zone[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(6): 63-69
[9] ZHANG Quan1 JIANG Annan1 WU Hongtao2 DUAN Longmei2.Research on Optimization of Tunnel Cyclic Advance Rate Based on Ubiquitous Joint Model[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(6): 70-77
[10] YANG Tao.Research on the Reinforcement Optimization of the Shield Tunnel End in Water-rich Pebble Stratum[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(6): 78-85
[11] .Calculation Method and Engineering Application of Drawdown Induced by Tunnel Water Leakage[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(6): 86-92
[12] ZHANG Jiawen1,2,3 LEI Weidong1 HE Shaohui3.Analysis on the Reliability and Prediction of Residual Life of Lining Structure of the Heat Supply Tunnel[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(6): 93-100
[13] WU Zhaofeng1 HU Huirong2.Study on the Deformation and Mechanical Behaviors of the Tunnel Lining Structure Induced by High Temperature in the Fire Scenario[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(6): 101-106
[14] ZHU Lei1 YANG Yan2 RAO Hui1 NIU Pengbo2.Analysis of Dynamic Response of Track Structure Affected by Different Degrees of Separation of the Monolithic Track Bed in Subway Tunnels[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(6): 107-114
[15] LUO Dan.Finite Element Analysis and Parameter Optimization of the Cutterhead of Composite Shield Machines[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(6): 115-119
Copyright 2010 by MODERN TUNNELLING TECHNOLOGY