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  1. Implications of Local Materials Enhanced with Reclaimed Asphalt Pavement for Road Construction

    Article • Transportation Infrastructure Geotechnology, March 2025, Springer Science + Business Media

    Prof. Mostefa BELKHATIR

  2. Potential implementation of the woody biochar waste as an eco-friendly soil stabilization material in sandy environments

    Article • December 2024, Pontificia Universidad Catolica de Chile

    Prof. Mostefa BELKHATIR

  3. Mechanical Properties of Sand Enhanced by Combined Polymer Stabilizer and Natural Fibers

    Article • Transportation Infrastructure Geotechnology, November 2024, Springer Science + Business Media

    Prof. Mostefa BELKHATIR

  4. Examining the crucial role of polysaccharide polymers in influencing soil hydraulic conductivity: A comprehensive review

    Article • The Science of The Total Environment, November 2024, Elsevier

    Prof. Mostefa BELKHATIR

  5. One-Dimensional Compression Behavior of River Silty Sand: Emphasizing the Equivalent Void Ratio Concept

    Article • International Journal of Geomechanics, September 2024, American Society of Civil Engineers (ASCE)

    Prof. Mostefa BELKHATIR

  6. Equivalent state parameter dependency on gradation properties of medium sand-fines mixtures

    Article • Marine Georesources and Geotechnology, June 2024, Taylor & Francis

    Prof. Mostefa BELKHATIR

  7. Reply to Discussion of “Experimental Study on Unconfined Compressive Strength of Rubberized Cemented Soil” by Abdellah Cherif Taiba, Youcef Mahmoudi, Mostefa Belkhatir

    Article • KSCE Journal of Civil Engineering, April 2024, Springer Science + Business Media

    Prof. Mostefa BELKHATIR

  8. Comparative Study of Stress History Effects on Shear-Deformation Relations of Sands from the Mediterranean Region Integrating Specimen Preparation Techniques

    Article • International Journal of Geomechanics, February 2024, American Society of Civil Engineers (ASCE)

    Prof. Mostefa BELKHATIR

  9. Discussion of “on unified characterization of wave velocity of sand: A focus on effect of particle shape”, by Liu et al. [Soil Dynamics and Earthquake engineering 170 (2023) 107904]

    Article • Soil Dynamics and Earthquake Engineering, January 2024, Elsevier

    Prof. Mostefa BELKHATIR

  10. Discussion of “influence of fine content on undrained monotonic behavior of carbonate sand”, by E. Ghanbari Alamouti, R. Ziaie Moayed and S. A. Naeini (2023); Marine Georesources & Geotechnology, DOI: 10.1080/1064119X.2023.2204484.

    Article • Marine Georesources and Geotechnology, November 2023, Taylor & Francis

    Prof. Mostefa BELKHATIR

  11. Discussion of “Experimental Study on Mechanical Behavior of Sand Improved by Polyurethane Foam”, by Ghasemi et al. (2023), Published in Experimental Techniques. DOI.org/10.1007/s40799-023-00633-5

    Article • Experimental Techniques, September 2023, Springer Science + Business Media

    Prof. Mostefa BELKHATIR

  12. Particle shape effect on interfacial properties between granular materials and geotextile

    Article • Geosynthetics International, July 2023, ICE Publishing

    Prof. Mostefa BELKHATIR

  13. Discussion of “stress–strain behavior of marine calcareous soil-tire mixtures”, by Shariatmadari et al. (2022), published in marine georesources & geotechnology, DOI: 10.1080/1064119X.2021.1937411

    Article • Marine Georesources and Geotechnology, June 2023, Taylor & Francis

    Prof. Mostefa BELKHATIR

  14. New empirical equations for limiting void ratios as function of particle morphology properties of sand-fly ash binary assemblies

    Article • International Journal of Geotechnical Engineering, May 2023, Taylor & Francis

    Prof. Mostefa BELKHATIR

  15. Reply to Discussion of “Direct Shear Characteristics of Enzymatically Cemented Sands” by Abdellah Cherif Taiba, Youcef Mahmoudi, and Mostefa Belkhatir

    Article • KSCE Journal of Civil Engineering, May 2023, Springer Science + Business Media

    Prof. Mostefa BELKHATIR

  16. Reply to the Discussion: Cherif Taiba et al. (2022), “Impact of the overall regularity and related granulometric characteristics on the critical state soil mechanics of natural sands: a state-of-the art review”, Geomechanics and Geoengin...

    Article • Geomechanics and Geoengineering, December 2022, Taylor & Francis

    Prof. Mostefa BELKHATIR

  17. Deformation characteristics of natural river sand under compression loading incorporating extreme particle diameters impacts

    Article • Marine Georesources and Geotechnology, September 2022, Taylor & Francis

    Prof. Mostefa BELKHATIR

  18. Impact of the overall regularity and related granulometric characteristics on the critical state soil mechanics of natural sands: a state-of-the-art review

    Article • Geomechanics and Geoengineering, February 2022, Taylor & Francis

    Prof. Mostefa BELKHATIR

  19. Shear characteristics of fly ash improved sand as an embankment material for road infrastructure purpose

    Article • Innovative Infrastructure Solutions, May 2021, Springer Science + Business Media

    Prof. Mostefa BELKHATIR

  20. Threshold silt content dependency on particle morphology (shape and size) of granular materials: review with new evidence

    Article • Acta geotechnica slovenica, January 2021, Faculty of Law, University of Maribor

    Prof. Mostefa BELKHATIR

  21. Characterization of Granular Materials Treated with Fly Ash for Road Infrastructure Applications

    Article • Transportation Infrastructure Geotechnology, August 2020, Springer Science + Business Media

    Prof. Mostefa BELKHATIR

  22. Characterization of mechanical behavior of binary granular assemblies through the equivalent void ratio and equivalent state parameter

    Article • European Journal of Environmental and Civil engineering, July 2020, Taylor & Francis

    Prof. Mostefa BELKHATIR

  23. Experimental investigation of the influence of relative effective diameter on the ultimate shear strength of partially saturated granular soils

    Article • Acta geotechnica slovenica, June 2020, Faculty of Law, University of Maribor

    Prof. Mostefa BELKHATIR

  24. Packing Density and Overconsolidation Ratio Effects on the Mechanical Response of Granular Soils

    Article • Geotechnical and Geological Engineering, September 2019, Springer Science + Business Media

    Prof. Mostefa BELKHATIR

  25. Assessment of the correlation between grain angularity parameter and friction index of sand containing low plastic fines

    Article • Geomechanics and Geoengineering, August 2019, Taylor & Francis

    Prof. Mostefa BELKHATIR

  26. Evaluation of hydraulic conductivity through particle shape and packing density characteristics of sand–silt mixtures

    Article • Marine Georesources and Geotechnology, January 2019, Taylor & Francis

    Prof. Mostefa BELKHATIR

  27. Effects of gradation on the mobilized friction angle for the instability and steady states of sand-silt mixtures: experimental evidence

    Article • Acta geotechnica slovenica, January 2019, Faculty of Law, University of Maribor

    Prof. Mostefa BELKHATIR

  28. Influence of Soil Fabrics and Stress State on the Undrained Instability of Overconsolidated Binary Granular Assemblies

    Article • Studia Geotechnica et Mechanica, October 2018, De Gruyter

    Prof. Mostefa BELKHATIR

  29. Experimental Investigation into the Influence of Roundness and Sphericity on the Undrained Shear Response of Silty Sand Soils

    Article • Geotechnical Testing Journal, February 2018, ASTM International

    Prof. Mostefa BELKHATIR

  30. Evaluation of Static Liquefaction Characteristics of Saturated Loose Sand Through the Mean Grain Size and Extreme Grain Sizes

    Article • Geotechnical and Geological Engineering, April 2017, Springer Science + Business Media

    Prof. Mostefa BELKHATIR

  31. Experimental characterization of the undrained instability and steady state of silty sand soils under monotonic loading conditions

    Article • International Journal of Geotechnical Engineering, March 2017, Taylor & Francis

    Prof. Mostefa BELKHATIR

  32. Laboratory study on undrained shear behaviour of overconsolidated sand–silt mixtures: effect of the fines content and stress state

    Article • International Journal of Geotechnical Engineering, November 2016, Taylor & Francis

    Prof. Mostefa BELKHATIR

  33. Experimental Investigation on Undrained Shear Behavior of Overconsolidated Sand-Silt Mixtures: Effect of Sample Reconstitution

    Article • Geotechnical Testing Journal, February 2016, ASTM International

    Prof. Mostefa BELKHATIR

  34. Saturation Effect on Behaviour of Sandy Soil Under Monotonic and Cyclic Loading: A Laboratory Investigation

    Article • Geotechnical and Geological Engineering, November 2015, Springer Science + Business Media

    Prof. Mostefa BELKHATIR

  35. Insight into the Effect of Granulometric Characteristics on the Static Liquefaction Susceptibility of Silty Sand Soils

    Article • Geotechnical and Geological Engineering, November 2015, Springer Science + Business Media

    Prof. Mostefa BELKHATIR

  36. Behavior of Loose Silty Sand of Chlef River: Effect of Low Plastic Fine Contents and Other Parameters

    Article • Marine Georesources and Geotechnology, June 2015, Taylor & Francis

    Prof. Mostefa BELKHATIR

  37. Undrained Monotonic Response and Instability of Medium-Dense Sandy Soil

    Article • Marine Georesources and Geotechnology, October 2014, Taylor & Francis

    Prof. Mostefa BELKHATIR

  38. Insight into the Effects of Gradation on the Pore Pressure Generation of Sand–Silt Mixtures

    Article • Geotechnical Testing Journal, July 2014, ASTM International

    Prof. Mostefa BELKHATIR

  39. Experimental Study on the Pore Water Pressure Generation Characteristics of Saturated Silty Sands

    Article • Arabian Journal for Science and Engineering, July 2014, Springer Science + Business Media

    Prof. Mostefa BELKHATIR

  40. Laboratory Study on the Hydraulic Conductivity and Pore Pressure of Sand-Silt Mixtures

    Article • Marine Georesources and Geotechnology, February 2014, Taylor & Francis

    Prof. Mostefa BELKHATIR

  41. Effect of fabric method on instability behavior of granular material

    Article • Acta Mechanica, January 2014, Springer Science + Business Media

    Prof. Mostefa BELKHATIR

  42. Monotonic Preloading Effect on the Liquefaction Resistance of Chlef Silty Sand: a Laboratory Study

    Article • Arabian Journal for Science and Engineering, September 2013, Springer Science + Business Media

    Prof. Mostefa BELKHATIR

  43. Laboratory assessment of saturation and sample molding effects on shear resistance and mechanical characteristics of sandy soil

    Article • Arabian Journal of Geosciences, August 2013, Springer Science + Business Media

    Prof. Mostefa BELKHATIR

  44. Effect of fines content and void ratio on the saturated hydraulic conductivity and undrained shear strength of sand–silt mixtures

    Article • Environmental Earth Sciences, February 2013, Springer Science + Business Media

    Prof. Mostefa BELKHATIR

  45. Laboratory Investigation into the Effects of Silty Fines on Liquefaction Susceptibility of Chlef (Algeria) Sandy Soils

    Article • Geotechnical and Geological Engineering, November 2012, Springer Science + Business Media

    Prof. Mostefa BELKHATIR

  46. Experimental Study of Undrained Shear Strength of Silty Sand: Effect of Fines and Gradation

    Article • Geotechnical and Geological Engineering, May 2012, Springer Science + Business Media

    Prof. Mostefa BELKHATIR

  47. UNDRAINED MONOTONIC PORE PRESSURE RESPONSE OF SATURATED SILTY SAND SOILS

    Article • Special Topics & Reviews in Porous Media An International Journal, January 2012, Begell House

    Prof. Mostefa BELKHATIR

  48. Undrained shear strength of sand-silt mixture: Effect of intergranular void ratio and other parameters

    Article • KSCE Journal of Civil Engineering, November 2011, Springer Science + Business Media

    Prof. Mostefa BELKHATIR

  49. Efecto de la presión de confinamiento y el método de deposición sobre la respuesta de corte no drenada de arena de densidad media

    Article • Journal of Iberian Geology, October 2011, Universidad Complutense de Madrid (UCM)

    Prof. Mostefa BELKHATIR

  50. Undrained shear strength response under monotonic loading of Chlef (Algeria) sandy soil

    Article • Arabian Journal of Geosciences, September 2011, Springer Science + Business Media

    Prof. Mostefa BELKHATIR

  51. Influence of specimen-reconstituting method on the undrained response of loose granular soil under static loading

    Article • Acta Mechanica Sinica, July 2011, Springer Science + Business Media

    Prof. Mostefa BELKHATIR

  52. Laboratory Investigation on the Effects of Overconsolidation and Saturation on Undrained Monotonic Shear Behavior of Granular Material

    Article • Marine Georesources and Geotechnology, July 2011, Taylor & Francis

    Prof. Mostefa BELKHATIR

  53. Undrained behavior of silty sand: effect of the overconsolidation ratio

    Article • Arabian Journal of Geosciences, June 2011, Springer Science + Business Media

    Prof. Mostefa BELKHATIR

  54. Laboratory study on the liquefaction resistance of sand-silt mixtures: effect of grading characteristics

    Article • Granular Matter, May 2011, Springer Science + Business Media

    Prof. Mostefa BELKHATIR

  55. Drained and undrained shear strenght of silty sand: effect of the reconstruction methods and other parameters

    Article • Geologia Croatica, January 2011, Croatian Geological Survey

    Prof. Mostefa BELKHATIR

  56. Reply to the comment by M. Rahman on “Influence of inter-granular void ratio on monotonic and cyclic undrained shear response of sandy soils” by M. Belkhatir et al. [C. R. Mecanique 338 (2010) 290–303]

    Article • Comptes Rendus Mécanique, January 2011, Elsevier

    Prof. Mostefa BELKHATIR

  57. The undrained shear strength characteristics of silty sand: an experimental study of the effect of fines

    Article • Geologia Croatica, January 2011, Croatian Geological Survey

    Prof. Mostefa BELKHATIR

  58. Static liquefaction of sandy soil: An experimental investigation into the effects of saturation and initial state

    Article • Acta Mechanica, November 2010, Springer Science + Business Media

    Prof. Mostefa BELKHATIR

  59. A laboratory study of the initial structure and the overconsolidation effects on the undrained monotonic behavior of sandy soil from Chlef region in northern Algeria

    Article • Arabian Journal of Geosciences, July 2010, Springer Science + Business Media

    Prof. Mostefa BELKHATIR

  60. Influence of inter-granular void ratio on monotonic and cyclic undrained shear response of sandy soils

    Article • Comptes Rendus Mécanique, May 2010, Elsevier

    Prof. Mostefa BELKHATIR

  61. Experimental study of the overconsolidation and saturation effects on the mechanical characteristics and residual strength of Chlef river sandy soil

    Article • Periodica Polytechnica Civil Engineering, January 2010, Periodica Polytechnica Budapest University of Technology and Economics

    Prof. Mostefa BELKHATIR

  62. Identification of the behavior of the Chlef sand to static liquefaction

    Article • Comptes Rendus Mécanique, May 2009, Elsevier

    Prof. Mostefa BELKHATIR