Physical modeling of soil nail in a soil slope using an innovative laboratory pull-out box

L. J. Su; Jianhua Yin; L. M. Chu; W. H. Zhou

Physical modeling of soil nail in a soil slope using an innovative laboratory pull-out box

L. J. Su, Jianhua Yin, L. M. Chu, W. H. Zhou

Research output: Chapter in book / Conference proceeding › Conference article published in proceeding or book › Academic research › peer-review

1 Citation (Scopus)

Abstract

Laboratory soil nail pull-out tests were carried out in the soil mechanics laboratory of The Hong Kong Polytechnic University. The influences of overburden pressure, degree of saturation of soil and grouting pressure on the pull-out behaviour and resistance were investigated. In this paper, the design of the pull-out box, test procedures and typical test results are described and discussed. The main observations from the tests are presented.

Original language	English
Title of host publication	Physical Modelling in Geotechnics, 6th ICPMG'06 - Proceedings of the 6th International Conference on Physical Modelling in Geotechnics
Pages	571-576
Number of pages	6
Volume	1-2
Publication status	Published - 1 Dec 2006
Event	6th International Conference on Physical Modelling in Geotechnics, ICPMG'06 - Hong Kong, Hong Kong Duration: 4 Aug 2006 → 6 Aug 2006

Conference

Conference	6th International Conference on Physical Modelling in Geotechnics, ICPMG'06
Country/Territory	Hong Kong
City	Hong Kong
Period	4/08/06 → 6/08/06

ASJC Scopus subject areas

Geotechnical Engineering and Engineering Geology

Cite this

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title = "Physical modeling of soil nail in a soil slope using an innovative laboratory pull-out box",

abstract = "Laboratory soil nail pull-out tests were carried out in the soil mechanics laboratory of The Hong Kong Polytechnic University. The influences of overburden pressure, degree of saturation of soil and grouting pressure on the pull-out behaviour and resistance were investigated. In this paper, the design of the pull-out box, test procedures and typical test results are described and discussed. The main observations from the tests are presented.",

author = "Su, {L. J.} and Jianhua Yin and Chu, {L. M.} and Zhou, {W. H.}",

year = "2006",

month = dec,

day = "1",

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volume = "1-2",

pages = "571--576",

booktitle = "Physical Modelling in Geotechnics, 6th ICPMG'06 - Proceedings of the 6th International Conference on Physical Modelling in Geotechnics",

note = "6th International Conference on Physical Modelling in Geotechnics, ICPMG'06 ; Conference date: 04-08-2006 Through 06-08-2006",

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Su, LJ, Yin, J, Chu, LM & Zhou, WH 2006, Physical modeling of soil nail in a soil slope using an innovative laboratory pull-out box. in Physical Modelling in Geotechnics, 6th ICPMG'06 - Proceedings of the 6th International Conference on Physical Modelling in Geotechnics. vol. 1-2, pp. 571-576, 6th International Conference on Physical Modelling in Geotechnics, ICPMG'06, Hong Kong, Hong Kong, 4/08/06.

Physical modeling of soil nail in a soil slope using an innovative laboratory pull-out box. / Su, L. J.; Yin, Jianhua; Chu, L. M. et al.
Physical Modelling in Geotechnics, 6th ICPMG'06 - Proceedings of the 6th International Conference on Physical Modelling in Geotechnics. Vol. 1-2 2006. p. 571-576.

Research output: Chapter in book / Conference proceeding › Conference article published in proceeding or book › Academic research › peer-review

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Y1 - 2006/12/1

N2 - Laboratory soil nail pull-out tests were carried out in the soil mechanics laboratory of The Hong Kong Polytechnic University. The influences of overburden pressure, degree of saturation of soil and grouting pressure on the pull-out behaviour and resistance were investigated. In this paper, the design of the pull-out box, test procedures and typical test results are described and discussed. The main observations from the tests are presented.

AB - Laboratory soil nail pull-out tests were carried out in the soil mechanics laboratory of The Hong Kong Polytechnic University. The influences of overburden pressure, degree of saturation of soil and grouting pressure on the pull-out behaviour and resistance were investigated. In this paper, the design of the pull-out box, test procedures and typical test results are described and discussed. The main observations from the tests are presented.

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M3 - Conference article published in proceeding or book

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BT - Physical Modelling in Geotechnics, 6th ICPMG'06 - Proceedings of the 6th International Conference on Physical Modelling in Geotechnics

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Y2 - 4 August 2006 through 6 August 2006

ER -

Physical modeling of soil nail in a soil slope using an innovative laboratory pull-out box

Abstract

Conference

ASJC Scopus subject areas

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