DEFORMATION ANALYSIS AND REINFORCEMENT APPROACH OF YUANYANGHUI TUNNEL DURING EXCAVATION

Sun Qiang; Hu Shuqiao

doi:10.13204/j.gyjz201112030

Volume 41 Issue 12

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2011 > 41(12): 137-140

Sun Qiang, Hu Shuqiao. DEFORMATION ANALYSIS AND REINFORCEMENT APPROACH OF YUANYANGHUI TUNNEL DURING EXCAVATION[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(12): 137-140. doi: 10.13204/j.gyjz201112030

Citation:

Sun Qiang, Hu Shuqiao. DEFORMATION ANALYSIS AND REINFORCEMENT APPROACH OF YUANYANGHUI TUNNEL DURING EXCAVATION[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(12): 137-140. doi: 10.13204/j.gyjz201112030

Sun Qiang, Hu Shuqiao. DEFORMATION ANALYSIS AND REINFORCEMENT APPROACH OF YUANYANGHUI TUNNEL DURING EXCAVATION[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(12): 137-140. doi: 10.13204/j.gyjz201112030

Citation:

Sun Qiang, Hu Shuqiao. DEFORMATION ANALYSIS AND REINFORCEMENT APPROACH OF YUANYANGHUI TUNNEL DURING EXCAVATION[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(12): 137-140. doi: 10.13204/j.gyjz201112030

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DEFORMATION ANALYSIS AND REINFORCEMENT APPROACH OF YUANYANGHUI TUNNEL DURING EXCAVATION

doi: 10.13204/j.gyjz201112030

Sun Qiang¹,
Hu Shuqiao²

1.
1. School of Highway,Chang’an University,Xi’an 710064,China;
2.
2. JCHX Mining Management Co.Ltd,Beijing 101501,China

Received Date: 2011-06-18
Publish Date: 2011-12-20

Abstract

Abstract

Large deformation on the tunnel top and adjacent slope occurred during the face excavation construction of left line of Yuanyanghui tunnel on Shanping express highway, with maximal displacement of 34 cm monitored on site.Based on the analysis of tunnel construction process, site monitoring was carried out to the tunnel and adjacent slope, relevant theory and method were applied to investigate the inducement of its unfavorable deformation caused by excavation of tunnel opening, and control measures were also proposed according to monitoring analysis results.The face excavation construction under the control measures was analyzed by numeral simulation, it turned out to be reasonable.
- loess tunnel,
- construction of tunnel entrance,
- deformation,
- control measures

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References(8)

References

吉武军.黄土隧道工程问题调查分析[J].岩土力学,2009,30(增刊2):387-391.

[2] TB 101212007铁路隧道监控量测技术规程[S].

[3] 姜德义.边坡稳定性分析与滑坡防治[M].重庆:重庆大学出版社,2005.

[4] 乔春生,管振祥,腾文彦.饱和黄土隧道变形规律研究[J].岩土力学,2003(24):225-230.

[5] JTG D702004公路隧道设计规范[S].

[6] 韩桂武,刘斌,范鹤.浅埋黄土隧道衬砌结构受力分析[J].岩石力学与工程学报,2007,26(增刊1):3250-3256.

[7] 徐林生.大断面高速公路隧道复合式衬砌结构受力监测分析[J].重庆交通大学学报:自然科学版,2009,28(3):528-530.

[8] TB 100032005铁路隧道设计规范[S].

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