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Prob. 3): A circular shallow foundation has been constructed at depth D, of 2 m. The gross allowable load with FS= 3 is 600 kN. The soil properties given as following: y= 17 kN/m², Ysat.= 21 kN/m', c'= 0 and o'= 20°. The water table located at the ground surface. Use the general bearing capacity equation to determine the size of the foundation.

Prob. 3): A circular shallow foundation has been constructed at depth D, of 2 m. The gross allowable load with FS= 3 is 600 kN. The soil properties given as following: y= 17 kN/m², Ysat.= 21 kN/m', c'= 0 and o'= 20°. The water table located at the ground surface. Use the general bearing capacity equation to determine the size of the foundation.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Prob. 1) A shallow foundation shown below, with e, = 0.34 m and eB= 0.28 m. Water level is located at a depth of 0.5 m below the ground surface. Determine the allowable load, Q, with FS = 3. Sandy clay Y =18 kN/m³ Y sat =20 kN/m3 c'= 20 kN/m? 0,9 m 1.5 m x 2.0 m O'= 25° keg = 0.28 m 2.0 m e, p.34m 1.5m Prob. 2) An embankment load on a silty clay soil layer as shown below. Determine the stress increase under the embankment at points A and B that are loaded at a depth of 6 m below the ground surface. 5 m 1H:2V 1H:2V 1H:1V 8 m Y=18 kN/m Y=18 kN/m В A Prob. 3): A circular shallow foundation has been constructed at depth Dr of 2 m. The gross allowable load with FS= 3 is 600 kN. The soil properties given as following: y= 17 kN/m', Ysat.= 21 kN/m', c'= 0 and o'= 20°. The water table located at the ground surface. Use the general bearing capacity equation to determine the size of the foundation.
Transcribed Image Text:Prob. 1) A shallow foundation shown below, with e, = 0.34 m and eB= 0.28 m. Water level is located at a depth of 0.5 m below the ground surface. Determine the allowable load, Q, with FS = 3. Sandy clay Y =18 kN/m³ Y sat =20 kN/m3 c'= 20 kN/m? 0,9 m 1.5 m x 2.0 m O'= 25° keg = 0.28 m 2.0 m e, p.34m 1.5m Prob. 2) An embankment load on a silty clay soil layer as shown below. Determine the stress increase under the embankment at points A and B that are loaded at a depth of 6 m below the ground surface. 5 m 1H:2V 1H:2V 1H:1V 8 m Y=18 kN/m Y=18 kN/m В A Prob. 3): A circular shallow foundation has been constructed at depth Dr of 2 m. The gross allowable load with FS= 3 is 600 kN. The soil properties given as following: y= 17 kN/m', Ysat.= 21 kN/m', c'= 0 and o'= 20°. The water table located at the ground surface. Use the general bearing capacity equation to determine the size of the foundation.
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