超大断面矩形顶管隧道施工动态变形规律

王晓睿; 周峰; 张振; 郭佳

doi:10.3799/dqkx.2016.136

Volume 41 Issue 11

Nov. 2016

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Wang Xiaorui, Zhou Feng, Zhang Zhen, Guo Jia, 2016. Dynamic Deformation of the Oversized Cross-Section Rectangular Pipe-Jacking Tunnel. Earth Science, 41(11): 1959-1965. doi: 10.3799/dqkx.2016.136

Citation:

Wang Xiaorui, Zhou Feng, Zhang Zhen, Guo Jia, 2016. Dynamic Deformation of the Oversized Cross-Section Rectangular Pipe-Jacking Tunnel. Earth Science, 41(11): 1959-1965. doi: 10.3799/dqkx.2016.136

Wang Xiaorui, Zhou Feng, Zhang Zhen, Guo Jia, 2016. Dynamic Deformation of the Oversized Cross-Section Rectangular Pipe-Jacking Tunnel. Earth Science, 41(11): 1959-1965. doi: 10.3799/dqkx.2016.136

Citation:

Wang Xiaorui, Zhou Feng, Zhang Zhen, Guo Jia, 2016. Dynamic Deformation of the Oversized Cross-Section Rectangular Pipe-Jacking Tunnel. Earth Science, 41(11): 1959-1965. doi: 10.3799/dqkx.2016.136

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Dynamic Deformation of the Oversized Cross-Section Rectangular Pipe-Jacking Tunnel

doi: 10.3799/dqkx.2016.136

1.
School of Resourses and Environment, North China University of Water Resources and Electric Power, Zhengzhou 450045, China
2.
School of Economics and Management, Beijing Jiaotong University, Beijing 100044, China
3.
Luoyang Jinxin Highway Engineering Technology Development Co. Ltd., Luoyang 471000, China
4.
Shanghai Tunnel Engineering Co. Ltd., Shanghai 200000, China

Received Date: 2016-01-10
Publish Date: 2016-11-15

Abstract

Abstract

This paper discusses the engineering of a rectangulan pipe jacking project for the construction of the Shenzhuang Road-Shangding Road underpass in Zhengzhou.Roads inevitably deform excavation of a new large tunnel nearby in an urban underground engineering project. It is of great significanceto analyze the characteristics of ground surface deformation and their laws change to reduce the environmental impact of tunnel construction. Combined with the engineering practice of Zhengzhou Shen Zhuang Road-Shangding Road Underpass in Zhongzhou road tunnel engineering of rectangular pipe jacking.In-situ measured statistical analysis of ground surface deformation and the numerical simulation method of dynamic process of jacking pipe jacking construction analysis, it is found in this study the laws of the surface variation in the process of tunnel excavation.Numerical simulation can be applied to predict the influence of pipe jacking construction of existing road, to optimize the construction method and technical parameters, on basis of which the corresponding control measures can be put forward.The effectiveness of the forecast analysis has been verifiedthrough the engineering deformation monitoring data in this study.
- tunnel project,
- rectangular pipe jacking,
- deformationmonitoring,
- numerical simulation,
- engineering geology

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References

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Dynamic Deformation of the Oversized Cross-Section Rectangular Pipe-Jacking Tunnel

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