Numerical Analysis of Optimization Design for Insulation Layer in Cold Regions Tunnel

Article Preview

Abstract:

Setting of insulation layer is widely recognized to prevent frost damage for tunnels constructed in cold region. Optimization design of insulation layers, however, still need deeply investigate. In this paper, taking Houanshan tunnel as example, two-dimensional finite element analysis on the optimization design of insulation layers has been carried out by ABAQUS. The tunnel temperature fields due to various thickness and length of insulation layer are numerically analyzed. It shows that ,1)4.85°C increased at backside of insulation layer with thickness of 5cm, while 5.8°C increased for thickness of 7cm;2) frozen depth of surrounding rock decrease with the increase of insulation layer thickness. The farther distance to tunnel portal, the smaller thickness of insulation layer required to prevent the surrounding rock from freezing;3)According to analysis, frost penetration length should be 450~500m before tunnel holing-through ,while 720m~830m after tunnel holing-through.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 1065-1069)

Pages:

368-372

Citation:

Online since:

December 2014

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2015 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] Hao Fei, Sun Quansheng. Study on temperature field and insulating layer of highway tunnel in cold regions[J]. Modern tunneling technology , 2012, 49 (1): 39-43.

Google Scholar

[2] Cheng Yaoxuan. Numerical simulation of temperature field in cold region tunnels. Shanxi Science & Technology of Communications, 2012, (1): 80-82.

Google Scholar

[3] Dong Ruizhe. Research on tunnel insulating layer in cold region by ANSYS[J]. Construction technology of low temperature, 2013, (12): 116-118.

Google Scholar

[4] Huo Runke, Tang yinjing, Ning cuiping, etc. Numerical analysis of thermal insulation layer of highway tunnel in cold region[J]. Journal of Xi'an University of Architecture & Technology, 2013, 45 (2): 158-163.

Google Scholar

[5] Deng Gang. Invesigation of frost protection design for tunnels in high altitude cold regions[D]. Chengdu: Doctoral Dissertation of Southwest Jiao Tong University, (2012).

Google Scholar