Determine the allowable bearing capacity of a circular footing (diameter = 1.25 m) by the Terzaghi equation assuming local shear failure and a factor of safety of 2.5. A soil has a friction angle of...


Determine the allowable bearing capacity of a circular footing (diameter = 1.25 m) by the Terzaghi equation assuming local shear failure and a<br>factor of safety of 2.5. A soil has a friction angle of 30o and cohesion of 20 kPa. The water table is located at the base of foundation. The unit<br>weight is 20 kN/m3 below water table (WT) and 16 kN/m3 above WT. The Unit weight of water is 10 kN/m3. The depth of footing is 1.50 m.<br>Select one:<br>on<br>O A 282.0<br>B. 382.0<br>C 431.0<br>O D. 631.0<br>O E 582.0<br>

Extracted text: Determine the allowable bearing capacity of a circular footing (diameter = 1.25 m) by the Terzaghi equation assuming local shear failure and a factor of safety of 2.5. A soil has a friction angle of 30o and cohesion of 20 kPa. The water table is located at the base of foundation. The unit weight is 20 kN/m3 below water table (WT) and 16 kN/m3 above WT. The Unit weight of water is 10 kN/m3. The depth of footing is 1.50 m. Select one: on O A 282.0 B. 382.0 C 431.0 O D. 631.0 O E 582.0

Jun 10, 2022
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