Table 1.

Comparison of predicted load coefficient (kinematic solution) and experimental data

Author(s)Soil densityLoad coefficient, K¯a
ExperimentKinematic solution
Fang & Ishibashi (1986) Loose0·220·24
Perozzi (2022) Loose0·200·21
Dense (peak)0·100·10
Dense (residual)0·150·21

or Create an Account

Close Modal
Close Modal