Resilient Modulus of Compacted Lateritic Soils from Senegal at OPM Conditions

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Geomaterials

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"Resilient Modulus of Compacted Lateritic Soils from Senegal at OPM Conditions"
written by Fatou Samb, Meissa Fall, Yves Berthaud, Makhaly Bâ,
published by Geomaterials, Vol.3 No.4, 2013

has been cited by the following article(s):

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[1]	An Experimental Study on the Resilient Modulus of Cement-Stabilized Mine Overburden as Sustainable Base Materials
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[2]	Estimation of Stiffness of Non-Cohesive Soil in Natural State and Improved by Fiber and/or Cement Addition under Different Load Conditions
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[3]	Resilient Modulus Prediction of Laterite Soils Under Variable Moisture Levels Using Fuzzy Logic Model
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[4]	Resilient response of cement-treated coarse post-glacial soil to cyclic load
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[5]	Effects of Density and Moisture Variation on Dynamic Deformation Properties of Compacted Lateritic Soil
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[6]	ASPHALTIC CONCRETE PAVEMENT DESIGN INCORPORATING LIFE CYCLE ANALYSIS–CASE STUDY OF BENIN
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[7]	Correlation Study on the Falling Weight Deflectometer and Light Weight Deflectometer for the Local Pavement Systems
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[8]	Characterization of granular lateritic soils as pavement material
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[9]	Characterization of lateritic soils/gravels for their suitability as a pavement material-a review
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[10]	Assessments of Geomechanical Moduli and Thermal, Mineralogical, and Geotechnical Properties of Lateritic Soils for the Design of Flexible Pavements in the Tropical …


[11]	UNIVERSITÉ DE THIÈS

[1]	An Experimental Study on the Resilient Modulus of Cement-Stabilized Mine Overburden as Sustainable Base Materials Arabian Journal for Science and Engineering, 2025 DOI:10.1007/s13369-024-08980-0

[2]	Geomechanical and Thermal Properties of Lateritic Gravels for the Design of Road Pavements in Tropical African Environments International Journal of Pavement Research and Technology, 2024 DOI:10.1007/s42947-024-00478-0

[3]	An Experimental Study on the Resilient Modulus of Cement-Stabilized Mine Overburden as Sustainable Base Materials Arabian Journal for Science and Engineering, 2024 DOI:10.1007/s13369-024-08980-0

[4]	An Experimental Study on the Resilient Modulus of Cement-Stabilized Mine Overburden as Sustainable Base Materials Arabian Journal for Science and Engineering, 2024 DOI:10.1007/s13369-024-08980-0

[5]	Estimation of Stiffness of Non-Cohesive Soil in Natural State and Improved by Fiber and/or Cement Addition under Different Load Conditions Materials, 2023 DOI:10.3390/ma16010417

[6]	Estimation of Stiffness of Non-Cohesive Soil in Natural State and Improved by Fiber and/or Cement Addition under Different Load Conditions Materials, 2023 DOI:10.3390/ma16010417

[7]	Resilient Modulus Prediction of Laterite Soils Under Variable Moisture Levels Using Fuzzy Logic Model Transportation Infrastructure Geotechnology, 2022 DOI:10.1007/s40515-021-00173-8

[8]	Resilient Response of Cement-Treated Coarse Post-Glacial Soil to Cyclic Load Materials, 2021 DOI:10.3390/ma14216495

[9]	Resilient Response of Cement-Treated Coarse Post-Glacial Soil to Cyclic Load Materials, 2021 DOI:10.3390/ma14216495

[10]	Characterization of granular lateritic soils as pavement material Transportation Geotechnics, 2016 DOI:10.1016/j.trgeo.2015.10.005

[11]	Effects of Density and Moisture Variation on Dynamic Deformation Properties of Compacted Lateritic Soil Advances in Materials Science and Engineering, 2016 DOI:10.1155/2016/5951832

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