Performance of a compaction-grouted soil nail in laboratory tests

Author:

Ye Xinyu,Wang Qiong,Wang Shanyong,Sloan Scott,Sheng Daichao

Funder

ARC Discovery Project grant

ARC Future Fellowship grant

Publisher

Springer Science and Business Media LLC

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Reference39 articles.

1. Ajalloeian R, Yu HS, Allman MA (1996) Physical and mechanical properties of Stockton Beach sand. In: Proceedings of the 7th Australia New Zealand conference on geomechanics: geomechanics in a changing world: conference proceedings, ACT: Institution of Engineers, Australia, pp 60–65

2. Bezuijen A, Tol AF (2012) Compensation grouting: mechanisms determining the shape of the grout body. In: Viggiani G (ed) Geotechnical aspects of underground construction in soft ground. Taylor and Francis Group, London, pp 861–868

3. Chu LM (2003) Study on the interface shear strength of soil nailing in completely decomposed granite (CDG) soil. M.Phil. thesis, The Hong Kong Polytechnic University, Hong Kong, China

4. Chu LM, Yin JH (2005) Comparison of interface shear strength of soil nails measured by both direct shear box tests and pull-out tests. J Geotech Geoenviron Eng ASCE 131(9):1097–1107

5. Gurpersaud N, Vanapalli SK, Sivathalayan S (2010) Influence of suction on the pull-out capacity of grouted soil nails. Proceedings of the 63rd Canadian geotechnical conference, Calgary, AB, pp 1748–1755

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