Study on Construction of Long Span and Soft Rock Tunnel with Numerical Simulation: Fid-Bau Portal

Fachinformationsdienst BAUdigital

A platform for research: civil engineering, architecture and urbanism

Study on Construction of Long Span and Soft Rock Tunnel with Numerical Simulation

Zhu, Bin / Shi, Xiao Jing

With characteristics of the long span and soft rock tunnel, this paper analyzes the main factors affecting tunnel stable on the basis of the way of tunnel excavation method. The large finite element program is used in research of a tunnel, with a numerical simulation of two different way, top heading and bench method and double side drift method. From the result of stress field and displacement field of the tunnel , some useful conclusion are obtained, that double side drift method is appropriate for this kind of soft rock tunnel.

Access

Check availability in my library

Order at Subito €

Page navigation

Document information

Export, share and cite

Study on Construction of Long Span and Soft Rock Tunnel with Numerical Simulation

Zhu, Bin / Shi, Xiao Jing

With characteristics of the long span and soft rock tunnel, this paper analyzes the main factors affecting tunnel stable on the basis of the way of tunnel excavation method. The large finite element program is used in research of a tunnel, with a numerical simulation of two different way, top heading and bench method and double side drift method. From the result of stress field and displacement field of the tunnel , some useful conclusion are obtained, that double side drift method is appropriate for this kind of soft rock tunnel.

Study on Construction of Long Span and Soft Rock Tunnel with Numerical Simulation

Zhu, Bin / Shi, Xiao Jing

With characteristics of the long span and soft rock tunnel, this paper analyzes the main factors affecting tunnel stable on the basis of the way of tunnel excavation method. The large finite element program is used in research of a tunnel, with a numerical simulation of two different way, top heading and bench method and double side drift method. From the result of stress field and displacement field of the tunnel , some useful conclusion are obtained, that double side drift method is appropriate for this kind of soft rock tunnel.

Access

Check availability in my library

Order at Subito €

Page navigation

Document information

Export, share and cite

Document information

Title:

Study on Construction of Long Span and Soft Rock Tunnel with Numerical Simulation

Contributors:

Zhu, Bin / Shi, Xiao Jing

Published in:

Applied Mechanics and Materials ; 438-439 ; 964-967

Publication date:

2013-10-15

Size:

4 pages

ISSN:

1662-7482 , 1660-9336

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.438-439.964

Type of media:

Article (Journal)

Type of material:

Electronic Resource

Language:

English

Keywords:

Excavation Method , Soft Rock Tunnel , Long Span , Finite Element Method (FEM)

Similar titles

Study on Construction of Long Span and Soft Rock Tunnel with Numerical Simulation

Zhu, B. / Shi, X.J. | British Library Conference Proceedings | 2013

Research on Construction Technology of Shallow-Buried and Long-Span Railway Tunnel in Soft Rock

Huang, Nan Qing | Trans Tech Publications | 2013

Research on Construction Technology of Shallow-Buried and Long-Span Railway Tunnel in Soft Rock

Huang, N.Q. | British Library Conference Proceedings | 2013

Numerical Simulation Study on the Construction and Bearing Characteristics of Soft Rock Tunnel-Type Anchorages

Yangyong, Chen / Jianghua, Wang / Qiang, Li et al. | Springer Verlag | 2024

The Bench Method Numerical Simulation of Soft Rock Tunnel

Fan, Hao Bo ;Lai, Jin Xing ;Hou, Dan Dan | Trans Tech Publications | 2013