Assessment of Stiffness and Strength Parameters for the Soft Soil Model of Clays of Cameroon

Figure 4

(a) Triaxial cell and soil body after the triaxial shear test; (b) the triaxial shear test on soil body of south region; (c) the typical test pit of south region; (d) the oedometric test for soil sample collected of south region; (e) lateritic clays samples of Yaoundé (central region) after triaxial shear tests; and (f) soft clayed sand sample collected using PVC at the Douala city (Littoral region of Cameroon).