Pseudo-static stability analysis of rock slopes reinforced by passive bolts using the generalized Hoek–Brown criterion

Author:

Belghali MounirORCID,Saada Zied,Garnier Denis,Maghous Samir

Funder

Ecole des Ponts et Chaussées-ParisTech (France)

French Institute of Tunisia (French Embassy-Tunisia)

Laboratoire de Génie Civil (ENIT)

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology

Reference78 articles.

1. Shear strength and stress-strain behaviour of Athabasca oil sand at elevated temperatures and pressure;Agar;Canadian Geotechnical Journal,1987

2. Mixed modeling of reinforced soils within the framework of the yield design theory;Anthoine;Computers and Geotechnics,1989

3. Seismic stability analysis of reinforced slopes;Ausilio;Soil Dynamics and Earthquake Engineering,2000

4. Field measurements of anchored flexible systems for slope stabilisation: evidence of passive behaviour;Blanco-Fernandez;Engineering Geology,2013

5. Limit analysis in soil mechanics;Chen,1990

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