Highway Tunnel Comprehensive Detection Technology Research and the Application

Jin Zhang; Ze Ping Yang; Tian Ming Su

doi:10.4028/www.scientific.net/AMM.170-173.1601

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The Study on the Construction Technology of Large-Scale Underground Interchange Tunnels under the Rivers
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The Direct Solution on Normal Water Depth of I Type Horseshoe Tunnel with Flat–Bottom
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 170-173Highway Tunnel Comprehensive Detection Technology...

Highway Tunnel Comprehensive Detection Technology Research and the Application

Abstract:

According to the characteristics of tunnel anchor now，the analysis of test means of the tunnel at present stage，put forward in different conditions, the most appropriate anchor test method and the verification method corresponding，to make up for the defect of the single detection method, make tunnel test results more scientific. Introduction

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Periodical:

Applied Mechanics and Materials (Volumes 170-173)

Pages:

1601-1607

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.170-173.1601

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Cite this paper

Online since:

May 2012

Authors:

Jin Zhang, Ze Ping Yang, Tian Ming Su

Keywords:

Anchor, Contrast, Nondestructive Testing (NDT), Tunnel

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References

[1] Hannah TH.Anchorage technology in geotechnical engineering application[M]. Beijing；China architecture &building press, 1987.

Google Scholar

[2] LvCongRu. Anchor of quality nondestructive testing technology in zhejiang provincial expressway in the test and application[J]. Zhejiang transportation vocational technical college journals, 2006 (1) : 7 - 11.

Google Scholar

[3] LiaoChunFang, Wu Ai, etc. Tam shao highway anchor of quality nondestructive testing technology and application [J]. Highway, 2003, 1 (1) : 56 - 58.

Google Scholar

[4] Liu Hai feng. Stimulate the stress wave propagation of anchoring body o f experimental study [J]. Ningxia University, 2001, (3) : 293-295. (in Chinese) )

Google Scholar

[5] JiangTieMing, DuAnDong. The study of the method of testing the system [J]. Coal science and technology. 2004, ( 7 ) .

Google Scholar

[6] XuMing, ZhangYongXing, Yin can. A tunnel in the integrity of the anchor rod nondestructive testing method [J]. Civil engineering journal, 2004, ( 5 ).

Google Scholar

[7] Xia Dai lin, Liu Chun sheng. Bolt anchorage rapid nondestructive testing technology research [J]. Engineering Progress in Geophysics, 2000, 6 (1): 172-176. (in Chinese) )

Google Scholar

[8] Birch F. The Qelocity of compressional wave in rocks to 10 Kibbars. Part. J. G. R. 1960. 65: 1083-1102.

Google Scholar

[9] Pavlakovic B N, Lowe M J S, Cawly P. High-frequency low-loss ultrasonic modes in imbedded Bars [J]. Journal of Applied Mechanics, 2001, 68: 67-75.

DOI: 10.1115/1.1347995

Google Scholar

[10] Wu Bin, Sun Yaxin, He Cunfu. Application of high frequency ultrasonic guided waves to inspection of full-length-bonding bolt [J]. China Journal of Geotechnical Engineering, 2007, 26(2): 397-403. (in Chinese)

Google Scholar