Home | About Journal  | Editorial Board  | Instruction | Subscription | Advertisement | Message Board  | Contact Us | 中文
MODERN TUNNELLING TECHNOLOGY 2013, Vol. 50 Issue (2) :127-133    DOI:
Current Issue | Next Issue | Archive | Adv Search << [an error occurred while processing this directive] | [an error occurred while processing this directive] >>
Mechanical Analysis and Design of a Multi-Level Tunnel Group
China Railway Eryuan Engineering Group Co. Ltd., Chengdu 610031
Download: PDF (0KB)   HTML (1KB)   Export: BibTeX or EndNote (RIS)      Supporting Info
Abstract The Southern Hongshan Road section that runs underneath the Hongshan Zoo will accommodate a 150m-long shallow tunnel group consisting of a two-way four-lane vehicle tunnel, a pipe gallery tunnel, and a non-motor vehicle tunnel. It will be characterized by a multi-arch tunnel, a small-distance tunnel, and overlapping tunnels on different levels. The stratum mainly consists of a quaternary soil layer with full-, strong- and moderate-weathered diorite and breccia limestone, and includes local karst caves of different rock strengths. This paper simulaes analyzes the design and construction methods of the multi-level tunnel group.
Service
Email this article
Add to my bookshelf
Add to citation manager
Email Alert
RSS
Articles by authors
Keywords     
Abstract: The Southern Hongshan Road section that runs underneath the Hongshan Zoo will accommodate a 150m-long shallow tunnel group consisting of a two-way four-lane vehicle tunnel, a pipe gallery tunnel, and a non-motor vehicle tunnel. It will be characterized by a multi-arch tunnel, a small-distance tunnel, and overlapping tunnels on different levels. The stratum mainly consists of a quaternary soil layer with full-, strong- and moderate-weathered diorite and breccia limestone, and includes local karst caves of different rock strengths. This paper simulaes analyzes the design and construction methods of the multi-level tunnel group.
Keywords     
published: 2012-06-12
Cite this article:   
.Mechanical Analysis and Design of a Multi-Level Tunnel Group[J]  MODERN TUNNELLING TECHNOLOGY, 2013,V50(2): 127-133
URL:  
http://www.xdsdjs.com/EN/      或     http://www.xdsdjs.com/EN/Y2013/V50/I2/127
 
No references of article
Copyright 2010 by MODERN TUNNELLING TECHNOLOGY