Home | About Journal  | Editorial Board  | Instruction | Subscription | Advertisement | Message Board  | Contact Us | 中文
MODERN TUNNELLING TECHNOLOGY 2012, Vol. 49 Issue (4) :156-164    DOI:
Current Issue | Next Issue | Archive | Adv Search << [an error occurred while processing this directive] | [an error occurred while processing this directive] >>
Machinery Configuration and Organization of Horizontal Jet Grouting with a PST-60 Multifunction Drilling Rig
1 Lanzhou-Chongqing Railway Limited Liability Company 2 China Railway Ruiwei Foundation Engineering Co., Ltd
Download: PDF (0KB)   HTML (1KB)   Export: BibTeX or EndNote (RIS)      Supporting Info
Abstract Using the construction of the Taoshuping tunnel exist as an example, this paper introduces the new technical scheme; process flow; and operational key points, configuration and selection of construction machinery. It also addresses the configuration and construction organization and management of auxiliary mechanical equipment concerning reserved core reinforcement with horizontal jet grouting by a PST-60 multifunction drilling rig. Additionally, factors affecting the construction are summarized and solutions are given.
Service
Email this article
Add to my bookshelf
Add to citation manager
Email Alert
RSS
Articles by authors
Keywords:   
Abstract: Using the construction of the Taoshuping tunnel exist as an example, this paper introduces the new technical scheme; process flow; and operational key points, configuration and selection of construction machinery. It also addresses the configuration and construction organization and management of auxiliary mechanical equipment concerning reserved core reinforcement with horizontal jet grouting by a PST-60 multifunction drilling rig. Additionally, factors affecting the construction are summarized and solutions are given.
Keywords:   
Cite this article:   
.Machinery Configuration and Organization of Horizontal Jet Grouting with a PST-60 Multifunction Drilling Rig[J]  MODERN TUNNELLING TECHNOLOGY, 2012,V49(4): 156-164
URL:  
http://www.xdsdjs.com/EN/      或     http://www.xdsdjs.com/EN/Y2012/V49/I4/156
 
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] ZHANG Tao.Rapid Construction Technique for a Large Upper-Section of the Tianping Tunnel in Soft Rocks[J]. MODERN TUNNELLING TECHNOLOGY, 2017,54(6): 203-209
[3] 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
[4] 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
[5] 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
[6] Li Xinyu, Zhang Dingli, Fang Qian, Song Haoran.On Water Burst Patterns in Underwater Tunnels[J]. MODERN TUNNELLING TECHNOLOGY, 2015,52(4): 24-31
[7] 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
[8] 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
[9] 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
[10] 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
[11] 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
[12] 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
[13] 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
[14] 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
[15] 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
Copyright 2010 by MODERN TUNNELLING TECHNOLOGY