The Triaxial Shear Test of Artificially Frozen Soils in Tunnel Construction of Hong Kong

Article Preview

Abstract:

Three kinds of frozen soils were tested for artificial ground freezing (AGF) project in the tunnel construction of Stonecutters Island Sewage Treatment Works, Hong Kong. Triaxial shear test was conducted to obtain shear strength of frozen soils. From the test, Mohr circles and their envelopes were obtained. According to Mohr circles, shear strength of the three soils was gained. Comparing the three soils, we found the potential weaken layer which might cause failure in the construction. All the parameters obtained can be used in design and construction of AGF practice.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

1653-1656

Citation:

Online since:

August 2013

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2013 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Wang Xiuzhi, Liang Wei, Cao Wenhong. Restored engineering design of Shanghai Rail Transit Line 4 under special environment [J]. Underground Engineering and Tunnels, 2007, (4): 1–14(in Chinese).

Google Scholar

[2] Xiao Zhaoyun, Hu Xiangdong, Zhang Qinghe. Application of Limited Depth Freezing Method with Four-Row Freeze-Tubes to Recovering Collapse Tunnel in Shanghai Metro [J]. Rock and Soil Mechanics, 2006, 27(Supp. ): 300–304 (in Chinese).

Google Scholar

[3] Hu Xiang-dong; Chen R. Construction technology of freezing method applied to cross-passage of double-deck cross-river road tunnel [J]. Low Temperature architecture Technology. 2006, (5): 64–66 (in Chinese).

Google Scholar

[4] Xu Xuezu, Wang Jiacheng. Frozen soil physics [M]. Beijing Science Press, (2001).

Google Scholar

[5] Hu Xiang-dong, Wang Jin-tai. Submitted to Journal of J. Shanghai Jiaotong Univ. (Sci. )(2012).

Google Scholar