Using finite element strength reduction method for stability analysis of geocell-reinforced slopes MR Arvin, A Zakeri, M Bahmani Shoorijeh Geotechnical and Geological Engineering 37, 1453-1467, 2019 | 41 | 2019 |
Seismic behavior of slopes by lower bound dynamic shakedown theory MR Arvin, F Askari, O Farzaneh Computers and Geotechnics 39, 107-115, 2012 | 26 | 2012 |
Experimental model studies on strip footings resting on geocell-reinforced sand slopes H Khalvati Fahliani, MR Arvin, N Hataf, A Khademhosseini International Journal of Geosynthetics and Ground Engineering 7 (2), 24, 2021 | 14 | 2021 |
Three-dimensional stability of locally loaded geocell-reinforced slopes by strength reduction method T Kazemian, MR Arvin Geomechanics and Geoengineering 14 (3), 185-201, 2019 | 14 | 2019 |
Model studies of square footings on geocell-reinforced slopes K Kazemi, MR Arvin, N Hataf, A Khademhosseini Geosynthetics International 29 (6), 576-592, 2022 | 11 | 2022 |
Shear behavior of geocell-geofoam composite MR Arvin, M Abbasi, HK Fahliani Geotextiles and Geomembranes 49 (1), 188-195, 2021 | 11 | 2021 |
A design scheme for geocell-reinforced foundations based on the lower bound limit analysis method MR Arvin, Z Beigi Computers and Geotechnics 97, 69-77, 2018 | 8 | 2018 |
A percolation approach to determination of effective stress parameter in unsaturated soils MR Arvin, M Veiskarami, M Ajdari, G Habibagahi International Conference on Unsaturated Soils. In Yin ZZ, Yuan JP, ACF Chiu …, 2007 | 8 | 2007 |
Shakedown method versus pseudostaic method for seismic slope stability F Askari, MR Arvin, O Farzaneh International Journal of Civil Engineering 11 (2), 133-140, 2013 | 6 | 2013 |
Static and dynamic bearing capacity of strip footings, under variable repeated loading MR Arvin, F Askari, O Farzaneh Turkish Journal of Engineering & Environmental Sciences 36 (1), 19-31, 2011 | 6 | 2011 |
Behaviour of geocell-reinforced strip footings on slopes MR Arvin, M Heidari Sooreshjani, A Khademhosseini Geomechanics and Geoengineering 17 (4), 1056-1072, 2022 | 5 | 2022 |
Seismic stability analysis of footing adjacent to slopes by slip line method M Jahanandish, MR Arvin Proc. of the 14 th World Conference on Earthquake Engineering, 12-17, 2008 | 5 | 2008 |
Optimization of Nail Inclination Angle in Soil Nail Walls Based on a Prevalent Limit Equilibrium Method MR Arvin, E Ghavami, M Motamedi Azari Indian Getechnical Journal, 1-20, 2021 | 4 | 2021 |
Numerical evaluation of geocell-reinforced flexible pavements under traffic loads MR Arvin, E Rezaei, M Bahmani Shoorijeh Scientia Iranica 25 (2), 493-504, 2018 | 4 | 2018 |
Shear behavior of EPS geofoam reinforced with polypropylene fiber MR Arvin, GR Ghafary, N Hataf, AR Ghafary Geomechanics and Engineering 25 (5), 347-355, 2021 | 3 | 2021 |
Elasto-plastic finite element evaluation of flexible pavements based on shakedown concept MR Arvin, M Tamiz International Journal of Transportation Engineering 5 (3), 243-260, 2018 | 2 | 2018 |
Review of Three-Dimensional Susceptibility of Soil slope of embankment M Jahan-andish, MR Arvin 7th International Congress on Civil Engineering, 2006 | 2 | 2006 |
Deep Soil Mixing Columns as Settlement-Reducing Elements in Sandy Soils: A Numerical Study P Moradi, HD Khalili, MR Arvin International Journal of Geomechanics 23 (4), 04023015, 2023 | 1 | 2023 |
Automating the Process for Estimating Tunneling to Induce Ground Stability and Settlement J Shiau, M Sams, MR Arvin, P Jongpradist Geosciences 13 (3), 1-17, 2023 | 1 | 2023 |
Safety of Foundations Located on Slopes And Subjected to Repeated Loads MR Arvin, F Askari, O Farzaneh WCEE, 2012 | 1 | 2012 |