VARIATION IN BEARING CAPACITY FACTORS OF DENSE SAND ASSESSED BY MODEL LOADING TESTS

抄録

Results of model loading tests on dense sand were reviewed to assess the variation in bearing capacity factors N_γ and N_q relative to the width of the foundation base. Consequently, it is confirmed that N_γ decreases non-linearly with increase in the width of foundation base and that N_q decreases more sharply than N_γ does as the width increase. It is also found that N_q decreases as the ratio of burried depth to the width increase. The cause of decrease in N_γ or N_q with increase in the width is regarded to be the rise of stress level which induces lowering of the angle of internal friction φ and volume reduction in the bearing sand by compression.