Home | About Journal  | Editorial Board  | Instruction | Subscription | Advertisement | Message Board  | Contact Us | 中文
MODERN TUNNELLING TECHNOLOGY 2012, Vol. 49 Issue (3) :131-137    DOI:
Current Issue | Next Issue | Archive | Adv Search << [an error occurred while processing this directive] | [an error occurred while processing this directive] >>
New Construction Method for Tunnels in Weak Surrounding Rock: Controlled Deformation with Core Soil Reinforcement
Beijing China Railway Ruiwei Foundation Engineering Co., Ltd
Download: PDF (0KB)   HTML (1KB)   Export: BibTeX or EndNote (RIS)      Supporting Info
Abstract By the joint efforts of the Beijing China Railway Ruiwei Foundation Engineering Co., Ltd., and SOILMEC in Italy with the support of the Ministry of Railways and Lanzhou-Chongqing Railway Company, the experimental study of controlled deformation with core soil reinforcement was applied for the first time in China on the Taoshuping Tunnel on the Lanzhou-Chongqing Railway with great success. This paper gives a detailed introduction to aspects of the project profile, geological conditions, construction technology, construction equipment, and the effects of the application of controlled deformation with core soil reinforcement.
Service
Email this article
Add to my bookshelf
Add to citation manager
Email Alert
RSS
Articles by authors
Keywords:   
Abstract: By the joint efforts of the Beijing China Railway Ruiwei Foundation Engineering Co., Ltd., and SOILMEC in Italy with the support of the Ministry of Railways and Lanzhou-Chongqing Railway Company, the experimental study of controlled deformation with core soil reinforcement was applied for the first time in China on the Taoshuping Tunnel on the Lanzhou-Chongqing Railway with great success. This paper gives a detailed introduction to aspects of the project profile, geological conditions, construction technology, construction equipment, and the effects of the application of controlled deformation with core soil reinforcement.
Keywords:   
Cite this article:   
.New Construction Method for Tunnels in Weak Surrounding Rock: Controlled Deformation with Core Soil Reinforcement[J]  MODERN TUNNELLING TECHNOLOGY, 2012,V49(3): 131-137
URL:  
http://www.xdsdjs.com/EN/      或     http://www.xdsdjs.com/EN/Y2012/V49/I3/131
 
No references of article
[1] Zhang Mei1 Xu Shuangyong2 Zhang Minqing3 Xiao Guangzhi3 Ren Chengmin3.Experimental Study of Stress Release Using a Pilot Heading
for a Highly Stressed Soft-Rock Tunnel
[J]. MODERN TUNNELLING TECHNOLOGY, 2013,50(4): 68-75
[2] Li Hui1 Yu Shaohui1 Yang Chaoshuai1 Bai Zhongkun1 Zhu Dehua2.Analysis on Deformation Induced by Advance Pre-reinforcement of Tunnel with Large Cross-section in Water-rich Sandy Rock Mass[J]. MODERN TUNNELLING TECHNOLOGY, 2013,50(4): 128-137
[3] Zhou Xin.On the Support Mechanism of the Pre-Reinforcement System
for the L7 Deep, Weak Water-Rich Zone Passed Through
by the Liangshan Tunnel
[J]. MODERN TUNNELLING TECHNOLOGY, 2013,50(4): 138-145
[4] ZHANG Xiu-Liang.Key Factors Affecting Bench Construction of a Tunnel in Soft Rock[J]. MODERN TUNNELLING TECHNOLOGY, 2012,49(4): 60-62
[5] PAN Qi.Construction Technique for a Break-Through Section of a Tunnel in Soft Rock[J]. MODERN TUNNELLING TECHNOLOGY, 2012,49(4): 152-155
[6] WANG Qing-Lin-1, XIAO Sheng-Neng-2.Machinery Configuration and Organization of Horizontal Jet Grouting with a PST-60 Multifunction Drilling Rig[J]. MODERN TUNNELLING TECHNOLOGY, 2012,49(4): 156-164
[7] SUN Shao-Feng.Characteristics of Soft Rock Tunnels and Large Deformation Control Technology in the Lanzhou - Chongqing Railway[J]. MODERN TUNNELLING TECHNOLOGY, 2012,49(3): 125-130
[8] LI Hai-Yang.Design of Metro Tunnels in Water-Rich Sandy Stratum[J]. MODERN TUNNELLING TECHNOLOGY, 2012,49(2): 104-109
[9] GUO Wei.Application of Horizontal Jet Grouting Piles in the Shenzhen Metro[J]. MODERN TUNNELLING TECHNOLOGY, 2012,49(2): 114-118
[10] ZHU Kang-Ning.Protection Scheme for a Shallow-Bored Tunnel Under a Gas Pipeline with Intermediate High Pressure[J]. MODERN TUNNELLING TECHNOLOGY, 2012,49(2): 142-146
[11] CHEN Qing, Zhu-Jin-Cai, Li-Dong-Liang.Application of Analytical Design to a Soft Rock Tunnel[J]. MODERN TUNNELLING TECHNOLOGY, 2011,48(5): 58-62
[12] MU Yuan-Lin.Rapid Excavation Technique of a Large-Span Tunnel in Soft Rock[J]. MODERN TUNNELLING TECHNOLOGY, 2011,48(5): 125-128
[13] SUN Wei-Gang, WANG Cheng-Wu, CHEN Jian.Milling Excavation Technique of Liangshui Tunnel Embedded in Soft Rocks[J]. MODERN TUNNELLING TECHNOLOGY, 2011,48(2): 170-173
Copyright 2010 by MODERN TUNNELLING TECHNOLOGY