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Numerical Modeling of the Behavior of a Pile Foundation under Axial Load with Ansys
by Oustasse Abdoulaye SALL, Déthié SARR, Makhaly BA and Atsou Edem TCHAKOU
American Journal of Materials Science and Engineering. 2019, 7(1), 12-20. DOI: 10.12691/ajmse-7-1-3
Pub. Date: December 12, 2019Views: 24363Downloads: 24159
mechanical properties soil reaction module soil-pile interaction numerical modeling Ansys finite element method pile
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Consideration of the Non-Linearity of Unbound Granular Materials in the Design of Flexible Pavement Structures in Senegal
by Babacar Diouf and Makhaly Ba, Malick Bâ
American Journal of Civil Engineering and Architecture. 2023, 11(4), 102-110. DOI: 10.12691/ajcea-11-4-1
Pub. Date: September 07, 2023Views: 1682Downloads: 1816
reversible modulus linear nonlinear stress strain flexible pavement design materials
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Mechanical Characterization of a BLOCK of Compressed Earth, Stabilized with Cement and Reinforced with Typha Fibers
by Mbaye WADE and Makhaly BA, Mapathé NDIAYE
American Journal of Civil Engineering and Architecture. 2023, 11(3), 89-93. DOI: 10.12691/ajcea-11-3-4
Pub. Date: August 24, 2023Views: 1838Downloads: 1846
Laterite cement Typha Compresses Earth Blocks mechanical characteristics
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Numerical Analysis of Shallow Foundations in a Soil Mass under Various Behavior Laws
by Oustasse Abdoulaye SALL, Déthié SARR, Makhaly BA, Ndiaga CISSE and Aboubacry LY
American Journal of Mechanical Engineering. 2019, 7(3), 129-137. DOI: 10.12691/ajme-7-3-3
Pub. Date: August 13, 2019Views: 17457Downloads: 17089
shallow foundation soil-structure interaction behavior law modeling numerical analysis
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Study of the Stability and Modeling by Finite Elements Using Plaxis 7.2© and Geoslope© of the Ramps A and J of the Toll Motorway at the site of “Patte d’oie” (Dakar-Senegal)
by Oustasse Abdoulaye SALL, Makhaly BA and Déthié SARR
American Journal of Civil Engineering and Architecture. 2017, 5(4), 124-135. DOI: 10.12691/ajcea-5-4-1
Pub. Date: August 17, 2017Views: 26074Downloads: 24084
embankments stability modeling finite elements Plaxis Geoslope
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