Research Article

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 2

Different direct relations proposed in the literature between the California bearing ratio (CBR) and the dynamic cone resistance (qd).

MaterialEmpirical relationReference of author

Unknown[7, 10]
Granular and cohesive soil[7, 11]
Granular and cohesive soil[7, 12]
Granular and cohesive soil[7, 13]
Various soil types[7, 14]
Aggregate base course[7, 15]
Aggregate base course and cohesive[7, 16]
Piedmont residual soil[7, 17]