Experimental Research on Strength of GFRP Bars in Shield Engineering

Article Preview

Abstract:

Subway stations or shield wells are often built using steel reinforced concrete supporting structure materials. These concrete retaining structure materials must be destroyed before launching and receiving of shield, so, some security risks may arise during destroying, and time limit for project may be longer, and the structure strength may be weakened; there are the same problems in crossing the existing subsidiary structure. In the supporting structure, concrete supporting structure materials have been partially substituted by GFRP bars in shield engineering in the world. In order to study the mechanical properties of GFRP bars deeply, experimental research on strength of GFRP bars have been made, and some relation shapes between stress and shear strength have been discussed; all of these are expected to make some basis for the design of GFRP concrete in shield engineering.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

308-313

Citation:

Online since:

October 2014

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2014 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] Bao Sui-yi, Guan Long, Liu Jun, Shield technology theory and practice, Bei Jing, (2012).

Google Scholar

[2] Lin Gang, Luo Shi-pei., Glass fiber reinforced retaining the Shield End Well Structures, J. Railway Engineering Society, 8 (2009) 77-81.

Google Scholar

[3] Li Hui-long, Wang Long, Zhang Jia-bin, et al. 4 # shafts underground continuous wall of glass fiber reinforcement cage consists of programs-Beijing Railway Station to Beijing West Railway Station diameter underground line project, J. TECHNOLOGY OF WATER , 1 (2010).

Google Scholar

[4] Zhong Ming, Glass fiber reinforced concrete in Dongguan Subway Engineering Design and Application, J. Guangdong Building Materials, 6 (2011) 40-42.

Google Scholar

[5] Jiang Yun-shen, Shield departure /arrival of new technology and glass fiber reinforcement in a project application, J. Highway and Transportation Research, 6 (2011) 309-312.

Google Scholar

[6] Weber, André1, Schweinfurth, Jörg1, Jütte, Ben, Newly developed GFRP rebar in diaphragm walls of large tunnelling projects, J. Tunnelling and Underground Space Technology incorporating Trenchless Technology Research, Volume 21 ( 2006) 437.

DOI: 10.1016/j.tust.2005.12.078

Google Scholar

[7] ACI Committee, Guide for the design and construction of concrete reinforced with FRP bars. American Concrete Institute, (2001).

Google Scholar

[8] Peng Ya-ping, Xu Xin-sheng, Chu Feng-rong, Study of Glass fiber reinforcement of the basic mechanical properties, J. Materials Research, 28 (2000) 19~21.

Google Scholar

[9] Zhang Sheng-xiang, Study of Glass fiber reinforcement of the mechanical properties, J. Technology Innovation Herald, 16 (2008) 123.

Google Scholar