Laboratory study on the liquefaction resistance of sand-silt mixtures: effect of grading characteristics M Belkhatir, A Arab, T Schanz, H Missoum, N Della Granular Matter 13 (5), 599-609, 2011 | 118 | 2011 |
Effect of fines content and void ratio on the saturated hydraulic conductivity and undrained shear strength of sand–silt mixtures M Belkhatir, T Schanz, A Arab Environmental earth sciences 70, 2469-2479, 2013 | 117 | 2013 |
Influence of inter-granular void ratio on monotonic and cyclic undrained shear response of sandy soils M Belkhatir, A Arab, N Della, H Missoum, T Schanz Comptes rendus. Mécanique 338 (5), 290-303, 2010 | 82 | 2010 |
Insight into the effect of granulometric characteristics on the static liquefaction susceptibility of silty sand soils A Cherif Taiba, M Belkhatir, A Kadri, Y Mahmoudi, T Schanz Geotechnical and Geological Engineering 34, 367-382, 2016 | 77 | 2016 |
Liquefaction resistance of Chlef river silty sand: effect of low plastic fines and other parameters M Belkhatir, A Arab, N Della, H Missoum, T Schanz Acta Polytechnica Hungarica 7 (2), 119-137, 2010 | 59 | 2010 |
Experimental study of undrained shear strength of silty sand: effect of fines and gradation M Belkhatir, A Arab, N Della, T Schanz Geotechnical and Geological Engineering 30, 1103-1118, 2012 | 53 | 2012 |
Insight into the effects of gradation on the pore pressure generation of sand–silt mixtures M Belkhatir, T Schanz, A Arab, N Della, A Kadri Geotechnical testing journal 37 (5), 922-931, 2014 | 47 | 2014 |
Experimental investigation into the influence of roundness and sphericity on the undrained shear response of silty sand soils A Cherif Taiba, Y Mahmoudi, M Belkhatir, T Schanz Geotechnical Testing Journal 41 (3), 619-633, 2018 | 42 | 2018 |
Laboratory study on undrained shear behaviour of overconsolidated sand–silt mixtures: effect of the fines content and stress state Y Mahmoudi, A Cherif Taiba, M Belkhatir, A Arab, T Schanz International Journal of Geotechnical Engineering 12 (2), 118-132, 2018 | 38 | 2018 |
Experimental characterization of the undrained instability and steady state of silty sand soils under monotonic loading conditions A Cherif Taiba, Y Mahmoudi, M Belkhatir, A Kadri, T Schanz International Journal of Geotechnical Engineering 12 (5), 513-529, 2018 | 37 | 2018 |
Identification of the behavior of the Chlef sand to static liquefaction N Della, A Arab, M Belkhatir, H Missoum Comptes rendus. Mécanique 337 (5), 282-290, 2009 | 34 | 2009 |
Evaluation of static liquefaction characteristics of saturated loose sand through the mean grain size and extreme grain sizes L Hazout, Z El-Abidine Zitouni, M Belkhatir, T Schanz Geotechnical and Geological Engineering 35, 2079-2105, 2017 | 33 | 2017 |
Experimental investigation on undrained shear behavior of overconsolidated sand-silt mixtures: effect of sample reconstitution Y Mahmoudi, A Cherif Taiba, M Belkhatir, T Schanz Geotechnical Testing Journal 39 (3), 515-523, 2016 | 32 | 2016 |
Monotonic preloading effect on the liquefaction resistance of Chlef silty sand: a laboratory study A Arab, M Sadek, M Belkhatir, I Shahrour Arabian Journal for Science and Engineering 39, 685-694, 2014 | 32 | 2014 |
Evaluation of hydraulic conductivity through particle shape and packing density characteristics of sand–silt mixtures A Cherif Taiba, Y Mahmoudi, L Hazout, M Belkhatir, W Baille Marine Georesources & Geotechnology 37 (10), 1175-1187, 2019 | 31 | 2019 |
Fines content and cyclic preloading effect on liquefaction potential of silty sand: a laboratory study A Arab, M Belkhatir Acta Polytechnica Hungarica 9 (4), 47-64, 2012 | 30 | 2012 |
Undrained shear strength of sand-silt mixture: Effect of intergranular void ratio and other parameters M Belkhatir, H Missoum, A Arab, N Della, T Schanz KSCE Journal of Civil Engineering 15, 1335-1342, 2011 | 30 | 2011 |
Saturation effect on behaviour of sandy soil under monotonic and cyclic loading: A laboratory investigation A Arab, M Belkhatir, M Sadek Geotechnical and Geological Engineering 34, 347-358, 2016 | 28 | 2016 |
Shear Characteristics of Fly Ash Improved Sand as an Embankment Material for Road Infrastructure Purpose H Azaiez, AC Taiba, Y Mahmoudi, M Belkhatir Innovative Infrastructure Solutions 6 (Article number: 148 (2021)), 14, 2021 | 27 | 2021 |
Laboratory study on the hydraulic conductivity and pore pressure of sand-silt mixtures M Belkhatir, A Arab, N Della, T Schanz Marine Georesources & Geotechnology 32 (2), 106-122, 2014 | 26 | 2014 |