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

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr class="thead"><td class="align_left">Material</td><td class="align_center">Above the water table</td><td class="align_center">Below the water table</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td class="align_left">Silt</td><td class="align_center">1</td><td class="align_center">1.2 to 3</td></tr><tr><td class="align_left">Sandy clay</td><td class="align_center">0.5 to 0.9</td><td class="align_center">0.1 to 0.4</td></tr><tr><td class="align_left">Sand</td><td class="align_center">1</td><td class="align_center">—</td></tr><tr><td class="align_left">Sand and gravels</td><td class="align_center">1</td><td class="align_center">1 to 2.6</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Values of <i>C</i> from equation 4 proposed by [<a href="/journals/mpe/2022/4222654/#B7" target="_blank">7</a>, <a href="/journals/mpe/2022/4222654/#B23" target="_blank">23</a>].</div>

Mathematical Problems in Engineering

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Table 3

Table 3: 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 

Table 3 | 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 