Laboratoire de Recherche de Modélisation Numérique  et Instrument en Interaction Sol-Structure Université Mohamed Khider Biskra
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8. N. Benmebarek, H. Labdi, S. Benmebarek “A numerical study of the active earth pressure on a rigid retaining wall        for various modes of movements”, Springer, Soil Mechanics and Foundation Engineering, Vol. 53, No.1, March, 2016,        pp 39-45. 9. M. S. Remadna, S. Benmebarek,  N. Benmebarek. “Numerical evaluation of the bearing capacity factor N’c of        circular and ring footings”, GEOMECHANICS AND GEOENGINEERING: An International Journal, 2016. 10. S Benmebarek, F Berrabah, N Benmebarek, L Belounar. “Effect of Geosynthetic on the Performance of Road        Embankment over Sabkha Soils in Algeria: Case Study”, International Journal of Geosynthetics and Ground        Engineering 1 (4), 1-8. 11. S. Benmebarek, F. Berrabah, N.Benmebarek “Effect of geosynthetic reinforced embankment on locally weak zones        by numerical approach”, Elsevier, Computers and Geotechnics 65 (2015), pp 115–125. 12. N. Benmebarek, A. Bensmaine, S. Benmebarek and L. Belounar “Critical hydraulic head loss inducing falure of a         cofferdam embedded in horizontal sandy ground”, Springer, Soil Mechanics and Foundation Engineering, Vol. 51,         No. 4, September, 2014, pp 173-180. 13. S. Benmebarek, T. Khelifa “Dilation effect on 3D Passive Earth Pressure Coefficients for Retaining Wall”, Academic         Platform Journal of Engineering and Science, Vol 2 (2), 2014, pp 1-6. 14. S. Benmebarek , M.S. Remadna, N. Benmebarek, L. Belounar. “Numerical evaluation of the bearing capacity factor          c of ring footings ». Elsevier, Computers and Geotechnics 44 (2012), pp 132–138. 15. S. Benmebarek, S. Benmoussa,  L. Belounar, N. Benmebarek. “Bearing Capacity of Shallow Foundation on Two         Clay Layers by Numerical Approach". Springer, Geotech Geol Eng (2012) 30:907–923. 16. M.N Houhou, F. Emeriault, R. Kastner et S. Benmebarek “Rétro-analyse tridimensionnelle d’une excavation         profonde multisupportée instrumentée”, European Journal of Environmental and Civil Engineering, Vol. 14, N°        1/2010, pp 55-86. www.hermes-science.com
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