Frost-Heaving Pressure on Lining of Tunnel Constructed in Severe Cold Regions

Gang Deng; Jian Yu Wang; Jin Long Zheng

doi:10.4028/www.scientific.net/AMM.275-277.1446

Paper Titles

Stability Analysis for Slopes of Maerdang Hydropower Station with the Three-Dimensional Limit Equilibrium Method
p.1427

Calculation of Equivalent Damping Ratio to Concrete-Filled Steel Tubular Arch Bridge
p.1431

Stress-Deformation Numerical Analysis of Clay Core Rockfill Dam Based on Duncan-Chang E-B Model
p.1436

Analysis on the Discrimination Method of Seismic Liquefaction
p.1441

Frost-Heaving Pressure on Lining of Tunnel Constructed in Severe Cold Regions
p.1446

Study of Elastic-Plastic Sediments on Seismic Response of Concrete Dams
p.1451

Seismic Behavior of Two-Story Brick Masonry Building
p.1456

The Stability Analysis of a Slope under the Complex Conditions
p.1461

Simplified Method of Isolated Structure Collapse Capacity Part, (I): Ground Motion Intensity Measure
p.1466

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 275-277Frost-Heaving Pressure on Lining of Tunnel...

Frost-Heaving Pressure on Lining of Tunnel Constructed in Severe Cold Regions

Abstract:

A 3D water contained space model for calculation of frost-heaving load on lining is presented in this paper. After the calculation and analysis some key points on characteristics of frost-heaving pressure up on lining of rock tunnel constructed in severe cold regions are concluded.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 275-277)

Pages:

1446-1450

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.275-277.1446

Citation:

Cite this paper

Online since:

January 2013

Authors:

Gang Deng, Jian Yu Wang, Jin Long Zheng

Keywords:

Frost Heave Pressures, Model of Constraints on Deformation due to Frost-Heaving, Tunnel Engineering, Tunnels in Cold Regions

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Ministry of Communications of the People's Republic of China, JTG D70-2004, Code for design of road tunnel [S]. Beijing: China Communications Press, 2004. (In Chinese).

Google Scholar

[2] Ministry of Railways of the People's Republic of China, TB10003-2005, Code for design on tunnel of railway [S]. Beijing: China Railway Press, 2005. (In Chinese).

Google Scholar

[3] WANG Jian-yu, HU Yuan-fang. A Discussion on frost heave force action on tunnel lining [J]. Journal of Railway Engineering Socity, 2004, 81(1): 87～93. (In Chinese).

Google Scholar

[4] ZHANG De-hua, WANG Meng-shu, TAN Zhong-sheng, et al. Effect of frost heaving on tunnel supporting systems of Fenghuoshan railway tunnel [J]. Chinese Journal Geotechnical Engineering, 2003, 25(5): 571～573. (In Chinese).

Google Scholar