Fig. 2.
Conventional surficial footing analysis for ultimate bearing capacity (qu): (a) schematic defining equation inputs and (b) effect of phreatic surface depth normalised to foundation width, dw/B on ultimate bearing capacity
Conventional surficial footing analysis for ultimate bearing capacity (qu): (a) schematic defining equation inputs and (b) effect of phreatic surface depth normalised to foundation width, dw/B on ultimate bearing capacity