Home | About Journal  | Editorial Board  | Instruction | Subscription | Advertisement | Message Board  | Contact Us | 中文
MODERN TUNNELLING TECHNOLOGY 2011, Vol. 48 Issue (3) :140-143    DOI:
Current Issue | Next Issue | Archive | Adv Search << [an error occurred while processing this directive] | [an error occurred while processing this directive] >>
Application of Curtain Grouting to F9 Fault of Qingyunshan Tunnel on Xiangtiang-Putian Railway
(Xiangtiang-Putian Railway Co., Ltd., Fuzhou  350013)
Download: PDF (0KB)   HTML (1KB)   Export: BibTeX or EndNote (RIS)      Supporting Info
Abstract  Curtain grouting is an effective way to block the water coming from fault, which is characterized by high technical standard, complex construction technology, long construction period and high cost. The effect of water blocking will be affected if it is not cautious enough during the implementation of curtain grouting, even resulting in rework of water blocking. The construction technology of curtain grouting is presented in detail by taking the practice of water blocking taken in F9 fault of Qingyun tunnel on Xiangtiang-Putian railway. The test of grouting effect shows that the grout filling is full and the water seepage from single bore complies with the designed requirement.
Service
Email this article
Add to my bookshelf
Add to citation manager
Email Alert
RSS
Articles by authors
JIN Tuan-Hui
Keywords Fault zone   Curtain grouting   Technique application     
Abstract:  Curtain grouting is an effective way to block the water coming from fault, which is characterized by high technical standard, complex construction technology, long construction period and high cost. The effect of water blocking will be affected if it is not cautious enough during the implementation of curtain grouting, even resulting in rework of water blocking. The construction technology of curtain grouting is presented in detail by taking the practice of water blocking taken in F9 fault of Qingyun tunnel on Xiangtiang-Putian railway. The test of grouting effect shows that the grout filling is full and the water seepage from single bore complies with the designed requirement.
Keywords Fault zone,   Curtain grouting,   Technique application     
published: 2011-04-27
Cite this article:   
JIN Tuan-Hui .Application of Curtain Grouting to F9 Fault of Qingyunshan Tunnel on Xiangtiang-Putian Railway[J]  MODERN TUNNELLING TECHNOLOGY, 2011,V48(3): 140-143
URL:  
http://www.xdsdjs.com/EN/      或     http://www.xdsdjs.com/EN/Y2011/V48/I3/140
 
No references of article
[1] WANG Bo-1, GUO Xin-Xin-1, HE Chuan-1, WU De-Xing-2.[J]. MODERN TUNNELLING TECHNOLOGY, 2018,55(5): 1-10
[2] 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
[3] 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
[4] 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
[5] Li Xinyu, Zhang Dingli, Fang Qian, Song Haoran.On Water Burst Patterns in Underwater Tunnels[J]. MODERN TUNNELLING TECHNOLOGY, 2015,52(4): 24-31
[6] 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
[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 Yufeng1,2, Peng Limin1, Lei Mingfeng1,2.Dynamics Issues Regarding High-Speed Railway Crossing Tunnels[J]. MODERN TUNNELLING TECHNOLOGY, 2015,52(2): 8-15
[11] Zhang Han1,2, Li Yingming1,3, Ren Fangtao2, Yang Mingdong3.Elasto-Plastic Analysis of the Surrounding Rock of a Tunnel/Roadway Based on the Zienkiewicz-Pande Criterion[J]. MODERN TUNNELLING TECHNOLOGY, 2015,52(2): 30-35
[12] Zhou Zelin, Chen Shougen, Li Yansong.Study of the Mechanical Characteristics of the Support Structure of a Deeply Buried Diversion Tunnel in Soft Rock[J]. MODERN TUNNELLING TECHNOLOGY, 2015,52(2): 36-43
[13] Jin Dalong, Li Xinggao.Model Test of the Relationship between the Face Support Pressure and Ground Surface Deformation of a Shield-Driven Tunnel in Sand Stratum[J]. MODERN TUNNELLING TECHNOLOGY, 2015,52(2): 44-51
[14] Wang Yaqiong1,2, Zhou Shaowen1, Sun Tiejun3, Xie Yongli1.A Diagnosis Method for Lining Structure Conditions of Operated Tunnels Based on Asymmetric Closeness Degree[J]. MODERN TUNNELLING TECHNOLOGY, 2015,52(2): 52-58
[15] Ji Xinbo1, Zhao Wen1, Han Jianyong1, Zhou Yongwei2, Yu Hongfu3.Parameter Analysis Considering the Impacts of the Support Structure on Ground Settlement and Inner Force During Center Drift Construction[J]. MODERN TUNNELLING TECHNOLOGY, 2015,52(2): 59-66
Copyright 2010 by MODERN TUNNELLING TECHNOLOGY