Prof. Dr. Mostefa Belkhatir

Profile

Academic positionFull Professor
Research fieldsStructural Engineering, Building Informatics and Construction Operation
Keywordsliquefaction resistance, undrained shear strengh, void ratio, grading characteristics, fines content. pore pressure

Current contact address

CountryAlgeria
CityChlef
InstitutionUniversite Hassiba Benbouali de Chlef
InstituteCivil Engineering Department, Faculty of Civil Engineering

Host during sponsorship

Prof. Dr.-Ing. Tom SchanzLehrstuhl für Grundbau und Bodenmechanik, Ruhr-Universität Bochum, Bochum
Dr.-Ing. Wiebke BailleLehrstuhl für Grundbau und Bodenmechanik, Ruhr-Universität Bochum, Bochum
Start of initial sponsorship01/06/2014

Programme(s)

2013Georg Forster Research Fellowship Programme for Experienced Researchers

Publications (partial selection)

2020Youcef Mahmoudi, Abdellah Cherif Taiba, Leila Hazout, Mostefa Belkhatir, Wiebke Baille: Packing Density and Overconsolidation Ratio Effects on the Mechanical Response of Granular Soils. In: Geotechnical and Geological Engineering, 2020, 723-742
2019Abdellah Cherif Taiba, Youcef Mahmoudi, Mostefa Belkhatir & Wiebke Baille: Assessment of the correlation between grain angularity parameter and friction index of sand containing low plastic fines. In: Geomechanics and Geoengineering: An International Journal , 2019, 1-17
2019Abdellah Cherif Taiba, Youcef Mahmoudi, Leila Hazout Wiebke Baille, Mostefa Belkhatir: Effects of gradation on the mobilized friction angle for the instability and steady states of sand-silt mixtures: experimental evidence. In: Acta Geotechnica Slovenica, 2019, 79-95
2019Cherif Taiba, A., Youcef Mahmoudi, Y., Hazout, L., Belkhatir, M., Baille, W.: Evaluation of hydraulic conductivity through particle shape and packing density characteristics of sand–silt mixtures. In: Marine Georesources & Geotechnology DOI: 10.1080/1064119X.2018.1539891, 2019, 1-13
2019Youcef, Mahmoudi, Abdellah, Cherif Taiba, Leila, Hazout, Mostefa Belkhatir Experimental Evidence into the Impact of Sample Reconstitution on the Pore Water Pressure Generation of Overconsolidated Silty Sand Soils. In: Journal of GeoEngineering, 2019, 229-245
2018Cherif Taiba, A., Mahmoudi, Y., Belkhatir, M., and Schanz, T., Experimental Investigation into the Influence of Roundness and Sphericity on the Undrained Shear Response of Silty Sand Soils. In: ASTM Geotechnical Testing Journal , 2018, 1-15
2018Mahmoudi, Y., Cherif Taiba, A., Hazout, L., Wiebke, B. Belkhatir, M.: Influence of Soil Fabrics and Stress State on the Undrained Instability of Overconsolidated Binary Granular Assemblies. In: Studia Geotechnica et Mechanica, 2018, 96-116
2017Leila Hazout, Zein El-Abidine Zitouni, Mostefa Belkhatir, Tom Schanz: Evaluation of Static Liquefaction Characteristics of Saturated Loose Sand Through the Mean Grain Size and Extreme Grain Sizes DOI 10.1007/s10706-017-0230-z. In: Geotechnical & Geological Engineering: An International Journal, 2017, 1-27
2017Abdellah Cherif Taiba, Youcef Mahmoudi, Mostefa Belkhatir, Abdelkader Kadri and Tom Schanz: Experimental characterization of the undrained instability and steady state of silty sand soils under monotonic loading conditions http://dx.doi.org/10.1080/19386362.2017.1302643 . In: International Journal of Geotechnical Engineering, 2017,
2016Mahmoudi Y., Cherif Taiba A., Belkhatir M., Schanz T.: Experimental Investigation on Undrained Shear Behavior of Overconsolidated Sand-Silt Mixtures: Effect of Sample Reconstitution. In: Geotechnical Testing Journal, 2016, 1-10
2016Abdellah Cherif Taiba . Mostefa Belkhatir . Abdelkader Kadri . Youcef Mahmoudi . Tom Schanz: Insight into the Effect of Granulometric Characteristics on the Static Liquefaction Susceptibility of Silty Sand Soils. In: Geotechnical & Geological Engineering, 2016, 367-382
2016Youcef Mahmoudi, Abdellah Cherif Taiba, Mostefa Belkhatir, Ahmed Arab & Tom Schanz: Laboratory study on undrained shear behaviour of overconsolidated sand–silt mixtures: effect of the fines content and stress state . In: International Journal of Geotechnical Engineering , 2016, 1-16
2014Mostefa Belkhatir, Tom Schanz · Ahmed Arab · Noureddine Della: Experimental Study on the PoreWater Pressure Generation Characteristics of Saturated Silty Sands. In: Arabian Journal for Science and Engineering, 2014, 6055-6067
2014Mostefa Belkhatir,Tom Schanz, Ahmed Arab, Noureddine Della, and Abdelkader Kadri: Insight into the Effects of Gradation on the Pore Pressure Generation of Sand–SiltMixtures. In: Geotechnical Testing Journal Vol. 37, No. 5, 2014, pp. 922–931, doi:10.1520/GTJ20130051. ISSN 0149-6115, 2014, 922-931
2013Mostefa Belkhatir • Tom Schanz • Ahmed Arab: Effect of fines content and void ratio on the saturated hydraulic conductivity and undrained shear strength of sand–silt mixtures. In: Environmental Earth Sciences, 2013, 2469-2479
2012Mostefa Belkhatir, Ahmed Arab, Noureddine Della and Tom Schanz.: Experimental study of undrained shear strength of silty sand: effect of fines and gradation. In: Geotechnical and geological Engineering, 2012, 1103-1118