Effect of nail spacing on the global stability of soil nailed walls using limit equilibrium and finite element methods

Author:

Villalobos Sergio A.,Villalobos Felipe A.

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Transportation,Civil and Structural Engineering

Reference49 articles.

1. Analysis of an earth-reinforcing system for deep excavations;Bang;US Transp Res Rec,1980

2. Brinkgreve RBJ, Bakker HL. Non-linear finite element analysis of safety factors. In: Proceedings of the 7th International Conference on Computer Methods and Advances in Geomechanics, Cairns. Balkema, Rotterdam; 1991, Vol. 2, pp. 1117–1122.

3. Byrne RJ, Cotton D, Porterfield J, Wolschlag C, Ueblacker G. Manual for design and construction monitoring of soil nail walls. FHWA-SA-96-069. Federal Highway Administration, Washington, DC, USA; 1996.

4. A novel displacement-based rigorous limit equilibrium method for three-dimensional landslide stability analysis;Cheng;Can Geotech J,2015

5. Clouterre. French National Research Project Clouterre - Recommendations 1991. English Translation, U.S. Federal Highway Administration, FHWA-SA-93-026, Washington D.C., USA; 1991.

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