1. Consider the semi-circular mechanism shown in the figure below for the failure of a long strip footing on a soil deforming under undrained conditions. Based on this mechanism failure causes a rotation about point O. The following soil properties are known: ï€ ï§t = 20 kN/m3 cu = 100 kPa ï¦u = 0ï‚° a) Calculate the ultimate bearing pressure for the footing when the soil deforms under undrained conditions. b) Evaluate the effects of any …
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