This paper proposes a methodology that consists of testing Lateritic soils in-situ and in the laboratory, studying cone resistance according to compaction parameters in order to estimate the boundary effects and to propose a model to take them into account when...
Density vs PANDA Cone Resistance (Qd), Friction Angle (degrees), SPT (N), and CPT (Qc) Consistency of cohesive (silts & clays) and intermediate soils – PANDA Cone Resistance (Qd), Strength (kPa), SPT (N), and CPT (Qc)
