Towards an Advanced New Emerging Method of Determination of Mohr–Coulomb Parameters of Soils from at the Oedometric Test: Case Study-Lateritic Soils of Cameroon

<div>(a) Triaxial cell and soil body after triaxial shear test. (b) Triaxial shear test on soil body. (c) Typical test-pit. (d) Oedometric test for soil sample. (e) Lateritic clays samples of after triaxial shear tests.</div>

Mathematical Problems in Engineering

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Figure 10

Figure 10: Towards an Advanced New Emerging Method of Determination of Mohr–Coulomb Parameters of Soils from at the Oedometric Test: Case Study-Lateritic Soils of Cameroon 

Figure 10 | Towards an Advanced New Emerging Method of Determination of Mohr–Coulomb Parameters of Soils from at the Oedometric Test: Case Study-Lateritic Soils of Cameroon 