Numerical investigation on design of soil nailed slopes by limit equilibrium method-Reference-Cited by-同舟云学术

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Numerical investigation on design of soil nailed slopes by limit equilibrium method

Published:2023-12-04 Issue: Volume: Page:1-16
ISSN:1748-6025
Container-title:Geomechanics and Geoengineering
language:en
Short-container-title:Geomechanics and Geoengineering

Author:

Sadoghi Yazdi Javad¹²^ORCID,Moss Robb Eric S.³

Affiliation:

1. Civil Engineering Faculty, K.N.Toosi University of Technology, Tehran, Iran

2. Civil Engineering Department, Koomeh Mine Pars, Nasim copper mine complex, Bardaskan, Khorasan-e-Razavi, Iran

3. Department of Civil and Environmental Engineering 13-217, California Polytechnic State University, San Luis Obispo, CA, USA

Publisher

Informa UK Limited

Subject

Geotechnical Engineering and Engineering Geology

Link

https://www.tandfonline.com/doi/pdf/10.1080/17486025.2023.2288926

Reference49 articles.

1. The use of the slip circle in the stability analysis of slopes;Bishop A.W.;Géotechnique,1955

2. Reinforcing mechanism of anchors in slopes: a numerical comparison of results of LEM and FEM;Cai F.;International Journal for Numerical and Analytical Methods in Geomechanics,2003

3. Cartier, G. and Gigan, J.P. 1983. Experiments and observations on soil nailing structures. Proc., In: Proceedings of the 7th European conference on soil mechanics and foundation engineering, Helsinki.

4. Clouterre, 2002. Additif 2002 aux recommandations Clouterre 1991. Trans: Addenda to Recommendations Clouterre 1991), in French. Paris, France: Presses de l’Ecole National des Ponts et Chaussees.

5. Chaotic particle swarm optimization for data clustering;Chuang L.Y.;Expert Systems with Applications,2011

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