Prof. Dr. Mostefa Belkhatir

Profil

Derzeitige StellungProfessor W-3 und Äquivalente
FachgebietKonstruktiver Ingenieurbau, Bauinformatik und Baubetrieb
Keywordsliquefaction resistance, undrained shear strengh, void ratio, grading characteristics, fines content. pore pressure

Aktuelle Kontaktadresse

LandAlgerien
OrtChlef
Universität/InstitutionUniversite Hassiba Benbouali de Chlef
Institut/AbteilungCivil Engineering Department, Faculty of Civil Engineering

Gastgeber*innen während der Förderung

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
Beginn der ersten Förderung01.06.2014

Publikationen (Auswahl)

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