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Geomechanics and Geoengineering
An International Journal
Volume 7, 2012 - Issue 3
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Original Articles

Effect of nail characteristics on slope stability based on limit equilibrium and numerical methods

Mahdi Rasouli Maleki Engineering Geology & Rock Mechanic Department, Tunnel Consulting Engineers, Tehran, IranCorrespondence[email protected]
&
Mohammad Mahyar Mining Engineering, Tunnel Consulting Engineers, Tehran, Iran
Pages 197-207 | Received 23 Nov 2010, Accepted 07 Oct 2011, Published online: 31 Jan 2012

Citations (5)

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Read on this site (1)

Ali Pak, Jafar Maleki, Nima Aghakhani & Mojtaba Yousefi. (2021) Numerical investigation of stability of deep excavations supported by soil-nailing method. Geomechanics and Geoengineering 16:6, pages 434-451.
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Articles from other publishers (4)

Vairamani Sundaravel, Bollor Shoorappa Gowda Deviprasad, Ramanandan Saseendran & Goudappa Ramanagouda Dodagoudar. (2023) Stability and Serviceability Assessment of Reinforced Earth Retaining Structures: A State-of-the-Art and Way Forward. International Journal of Geosynthetics and Ground Engineering 9:3.
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Tausif E Elahi, Md Azijul Islam & Mohammad Shariful Islam. (2022) Parametric Assessment of Soil Nailing on the Stability of Slopes Using Numerical Approach. Geotechnics 2:3, pages 615-634.
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P. K. Basudhar AnubhavM. R. Lakshminarayana. (2017) Three-Dimensional Limit-Equilibrium Stability Analyses of Slopes and Effect of Inclusion of Soil Nails. International Journal of Geomechanics 17:9.
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Mounir Belghali, Zied Saada, Denis Garnier & Samir Maghous. (2017) Pseudo-static stability analysis of rock slopes reinforced by passive bolts using the generalized Hoek–Brown criterion. Journal of Rock Mechanics and Geotechnical Engineering 9:4, pages 659-670.
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