Home | About Journal  | Editorial Board  | Instruction | Subscription | Advertisement | Message Board  | Contact Us | 中文
MODERN TUNNELLING TECHNOLOGY 2012, Vol. 49 Issue (4) :42-45    DOI:
Current Issue | Next Issue | Archive | Adv Search << [an error occurred while processing this directive] | [an error occurred while processing this directive] >>
Analysis of the Water Inflow in the New Longfeng Tunnel on the Lanzhou-Chongqing Railway
China Railway Eryuan Engineering Group Co., Ltd
Download: PDF (0KB)   HTML (1KB)   Export: BibTeX or EndNote (RIS)      Supporting Info
Abstract Using the water inflow and mud burst at the karst area of the new Longfeng tunnel on the Lanzhou-Chongqing Railway as an example, this paper analyzes the causes of tunnel water inflow in terms of karst development strength, horizontal and vertical zoning of karst hydrodynamic force, and atmospheric rainfall based on the study of geological environment and karst development characteristics. It points out that the disclosing of medium and small karst channels is the main cause of water inflow in the new Longfeng tunnel and atmospheric rainfall is the main control factor.
Service
Email this article
Add to my bookshelf
Add to citation manager
Email Alert
RSS
Articles by authors
Keywords:   
Abstract: Using the water inflow and mud burst at the karst area of the new Longfeng tunnel on the Lanzhou-Chongqing Railway as an example, this paper analyzes the causes of tunnel water inflow in terms of karst development strength, horizontal and vertical zoning of karst hydrodynamic force, and atmospheric rainfall based on the study of geological environment and karst development characteristics. It points out that the disclosing of medium and small karst channels is the main cause of water inflow in the new Longfeng tunnel and atmospheric rainfall is the main control factor.
Keywords:   
Cite this article:   
.Analysis of the Water Inflow in the New Longfeng Tunnel on the Lanzhou-Chongqing Railway[J]  MODERN TUNNELLING TECHNOLOGY, 2012,V49(4): 42-45
URL:  
http://www.xdsdjs.com/EN/      或     http://www.xdsdjs.com/EN/Y2012/V49/I4/42
 
No references of article
[1] ZI Xiaoyu1 SHEN Yusheng1 ZHU Shuangyan1 LUO Ningning2 YANG Jiaqi1 CAO Bangjun1.Study on the Deformation Failure Laws and Support Measures for Tunnels in Layered Phyllite[J]. MODERN TUNNELLING TECHNOLOGY, 2021,58(3): 196-204
[2] WANG Bo-1, GUO Xin-Xin-1, HE Chuan-1, WU De-Xing-2.[J]. MODERN TUNNELLING TECHNOLOGY, 2018,55(5): 1-10
[3] Shu Heng, Wu Shuyuan, Li Jian, Guo Xiaohong.Health Monitoring Design for Extra-Large Diameter Underwater Shield Tunnels[J]. MODERN TUNNELLING TECHNOLOGY, 2015,52(4): 32-40
[4] Tuo Yongfei, Guo Xiaohong.General Design and Key Technologies of the Nanjing Weisan Road River-Crossing Tunnel Project[J]. MODERN TUNNELLING TECHNOLOGY, 2015,52(4): 1-6
[5] Lin Xin1, Shu Heng1, Zhang Yaguo2, Yang Linsong1, Li Jin1, Guo Xiaohong1.Study of the Longitudial Profile Optimization of Large-Diameter Shield Tunnels in Mixed Ground with Very High Water Pressure[J]. MODERN TUNNELLING TECHNOLOGY, 2015,52(4): 7-14
[6] Yao Zhanhu1, Yang Zhao2, Tian Yi1, Hu Huitao1.Key Construction Technology for the Nanjing Weisan Road River-Crossing Tunnel Project[J]. MODERN TUNNELLING TECHNOLOGY, 2015,52(4): 15-23
[7] Liu Guangfeng1, Chen Fangwei2, Zhou Zhi1, Zhang Shilong3, Liu Mingqiang1.Identification of Investment Risks for River-Crossing Tunnels Based on Grey Fuzzy Multi-Attribute Group Decision Making[J]. MODERN TUNNELLING TECHNOLOGY, 2015,52(4): 41-48
[8] Yao Zhanhu.Construction Risk Assessment for the Shield-Driven Section of the Nanjing Weisan Road River-Crossing Project[J]. MODERN TUNNELLING TECHNOLOGY, 2015,52(4): 49-54
[9] Zhang Boyang1, Zhao Xiaopeng1, Zhang Yaguo2, Chen Yu1.Risk Control for Saturated Hyperbaric Intervention in Slurry Shield Tunnelling[J]. MODERN TUNNELLING TECHNOLOGY, 2015,52(4): 55-61
[10] Li Xinyu, Zhang Dingli, Fang Qian, Song Haoran.On Water Burst Patterns in Underwater Tunnels[J]. MODERN TUNNELLING TECHNOLOGY, 2015,52(4): 24-31
[11] Jiang Wei1, Liu Xin2, Liu Xian2, Luo Yao2, Yuan Yong2, Wang Shengnian3, Su Quanke4.Full-Scale Test of the Early Performance of a Factory-Prefabricated Immersed Tunnel[J]. MODERN TUNNELLING TECHNOLOGY, 2015,52(2): 135-142
[12] Yan Tao1,2, Wang Mingnian1, Guo Chun1, Chen Hanbo1, Xie Wenqiang1.Key Techniques for the Diffused Oxygen Supply of an Extra-Long Highway Tunnel in a High-Altitude Area[J]. MODERN TUNNELLING TECHNOLOGY, 2015,52(2): 180-185
[13] Pan Changping1,2,3, Wu Qing1,2,3, Zhai Mingang1,2,3, Zou Shun1,2,3.Dynamic Response Analysis of the Impact of a Rockfall on a Cantilever Shed Tunnel[J]. MODERN TUNNELLING TECHNOLOGY, 2015,52(2): 155-159
[14] Lai Jinxing1,5, Qiu Junling1,5, Pan Yunpeng2, Cao Xiaojun3, Liu Chi1,4, Fan Haobo1,5.Comprehensive Monitoring and Analysis of Segment Cracking in Shield Tunnels[J]. MODERN TUNNELLING TECHNOLOGY, 2015,52(2): 186-191
[15] Li Tiecheng, Zou Chunhua.TBM Selection for a Long-Distance Inclined Coal Mine Shaft with a Large Gradient in Water-Rich Stratum[J]. MODERN TUNNELLING TECHNOLOGY, 2015,52(2): 174-179
Copyright 2010 by MODERN TUNNELLING TECHNOLOGY