Optimization Analysis of Different Excavation Offsets in Railway Pilot Tunnel by CRD Method

Chun Kui Li

doi:10.4028/www.scientific.net/AMM.505-506.134

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 505-506Optimization Analysis of Different Excavation...

Optimization Analysis of Different Excavation Offsets in Railway Pilot Tunnel by CRD Method

Abstract:

This paper focuses on the construction of 10 railway pilot tunnels by CRD method in Jiefang Road subway station in Changchun. To achieve the optimal construction offsets during the pilot tunnel excavation, reduce the impacts of group cavern effect, and maximize the production efficiency, the construction model of railway pilot tunnel in subway station was created by the finite difference software Flac3D. The author used the numerical simulation method to analyze the ground surface settlements and the stress variations with three different construction offsets. Then the optimal construction offset was obtained. It could provide a theoretical guidance to the construction of a similar project.

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Periodical:

Applied Mechanics and Materials (Volumes 505-506)

Pages:

134-138

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.505-506.134

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Online since:

January 2014

Authors:

Chun Kui Li

Keywords:

FLAC-3D, Offset, Pilot Tunnel, Subway Station

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References

[1] Zhongheng Shi. [M]. Xian: Shanxi science and technology Press, 1997 (in Chinese).

Google Scholar

[2] Huimin Liu, Yue Zhao, Bo Wu. [J]. Tunnel construction in Chinese, 2005, (10) (in Chinese).

Google Scholar

[3] Jiujiang Cui. [M]. Beijing: Science Press, 2005 (in Chinese).

Google Scholar

[4] Mengshu Wang. [M]. Hefei: Anhui education Press, 2004 (in Chinese).

Google Scholar

[5] Da Li, Yongsheng Li, Zhanfu Luo. [J]. Rock and soil mechanics, 2013, 34(2): 499-502 (in Chinese).

Google Scholar

[6] Mingzhou Bai, Zhaoyi Xu, Shi Jing. Under complicated geological conditions, the shallow tunnel of the subway station construction groundsubsidence analysis by FLAC3D (in Chinese).

Google Scholar