22 x 44 (BxL) mat foundation causes a bearing pressure of 220 kPa. The footing is to be constructed 4 m below the surface. The dry and saturated unit weights of the soil are 17 kN/m3 and 18 kN/m3, respectively. The soil has c'=22 kPa and angle of friction=22°. The groundwater table is observed at the depth of 15 m. Determine the factor of safety by using Vesic's method to calculate ultimate bearing capacity

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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22 x 44 (BxL) mat foundation causes a bearing pressure of 220 kPa. The footing is to be constructed 4
m below the surface. The dry and saturated unit weights of the soil are 17 kN/m3 and 18 kN/m3,
respectively. The soil has c'=22 kPa and angle of friction=22°. The groundwater table is observed at
the depth of 15 m. Determine the factor of safety by using Vesic's method to calculate ultimate
bearing capacity
4m
11m
22 m x 44 m
GWT
Transcribed Image Text:22 x 44 (BxL) mat foundation causes a bearing pressure of 220 kPa. The footing is to be constructed 4 m below the surface. The dry and saturated unit weights of the soil are 17 kN/m3 and 18 kN/m3, respectively. The soil has c'=22 kPa and angle of friction=22°. The groundwater table is observed at the depth of 15 m. Determine the factor of safety by using Vesic's method to calculate ultimate bearing capacity 4m 11m 22 m x 44 m GWT
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