Reply to discussion on “Method for calculating loosening earth pressure during construction of shield tunnels”

LI Chun-lin

doi:10.11779/CJGE201507026

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Volume 37 Issue 7

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Chinese Journal of Geotechnical Engineering > 2015 > 37(7): 1355-1356. > DOI: 10.11779/CJGE201507026

LI Chun-lin. Reply to discussion on “Method for calculating loosening earth pressure during construction of shield tunnels”[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(7): 1355-1356. DOI: 10.11779/CJGE201507026

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Reply to discussion on “Method for calculating loosening earth pressure during construction of shield tunnels”

LI Chun-lin

Department of Civil and Structural Engineering, Tongling University, Tongling 244000, China

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Received Date: February 25, 2015
Published Date: July 19, 2015

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[1]	HANDY R L. The arch in soil arching[J]. Journal of Geotechnical Engineering, 1985, 111(3): 302-317.
[2]	PARK K H, SALGADO R. Estimation of active earth pressure against rigid retaining wall considering arching effect[J]. Géotechnique, 2003, 53(7): 643-653.
[3]	JAMESM A. The Anatomy of soil arching[J]. Geotextiles and Geomembranes, 1994, 13: 317-329.
[4]	应宏伟, 蒋波, 谢康和. 考虑土拱效应的挡土墙主动土压力分布[J]. 岩土工程学报, 2007, 29(5): 717-722. (YING Hong-wei, JIANG Bo, XIE Kang-he. Distribution of active earth pressure against retaining walls considering arching effects[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(5): 717-722. (in Chinese))
[5]	蒋波. 挡土结构土拱效应及土压力理论研究[D]. 杭州:浙江大学, 2005. (JIANG Bo. Studies on soil arching effect and earth pressure for retaining structure[D]. Hangzhou: Zhejiang University, 2005. (in Chinese))