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Diameter. 45 m STORE 12 m Liquid: 9.6 kN / m² YASS Internal friction angle: 35° Unit volume weight 19.2 kN / m3 3m sand Internal friction Angle: 10° Unit volume weight: 17.6 kN / m3 ер: 1.27 Cohesion: 12 kPa Cc: 0.40 Cr. 0.12 Clay 17 m sand For the problem whose superstructure and ground profile information is given in the above figure, 25.4 mm As a result of the oedometer test performed on a clay sample of 50% thickness, The time for the consolidation settlement was obtained as 6.5 minutes. Tank weight negligently a. When the tank is full, calculate the amount of total differential settlement that will occur under the foundation. calculate. b. The time it will take for 75% consolidation settlements to occur in the field calculate. c. Minimizing the settlements that will occur with the construction of tanks in the field, the foundation Calculate the depth.

Diameter. 45 m STORE 12 m Liquid: 9.6 kN / m² YASS Internal friction angle: 35° Unit volume weight 19.2 kN / m3 3m sand Internal friction Angle: 10° Unit volume weight: 17.6 kN / m3 ер: 1.27 Cohesion: 12 kPa Cc: 0.40 Cr. 0.12 Clay 17 m sand For the problem whose superstructure and ground profile information is given in the above figure, 25.4 mm As a result of the oedometer test performed on a clay sample of 50% thickness, The time for the consolidation settlement was obtained as 6.5 minutes. Tank weight negligently a. When the tank is full, calculate the amount of total differential settlement that will occur under the foundation. calculate. b. The time it will take for 75% consolidation settlements to occur in the field calculate. c. Minimizing the settlements that will occur with the construction of tanks in the field, the foundation Calculate the depth.

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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Diameter: 45 m STORE 12 m Liquid: 9.6 kN / m YASS Internal friction angle: 35° 3 m sand Unit volume weight: 19.2 kN / m3 Internal friction Angle: 10° Unit volume weight: 17.6 kN / m3 ер: 1.27 Clay 17 m Cohesion: 12 kPa Сс: 0.40 Cr: 0.12 sand For the problem whose superstructure and ground profile information is given in the above figure, 25.4 mm As a result of the oedometer test performed on a clay sample of 50% thickness, The time for the consolidation settlement was obtained as 6.5 minutes. Tank weight negligently a. When the tank is full, calculate the amount of total differential settlement that will occur under the foundation. calculate. b. The time it will take for 75% consolidation settlements to occur in the field calculate. c. Minimizing the settlements that will occur with the construction of tanks in the field, the foundation Calculate the depth. D. Solve part a of the problem for the OCR value of 1.75 in the clay layer.
Transcribed Image Text:Diameter: 45 m STORE 12 m Liquid: 9.6 kN / m YASS Internal friction angle: 35° 3 m sand Unit volume weight: 19.2 kN / m3 Internal friction Angle: 10° Unit volume weight: 17.6 kN / m3 ер: 1.27 Clay 17 m Cohesion: 12 kPa Сс: 0.40 Cr: 0.12 sand For the problem whose superstructure and ground profile information is given in the above figure, 25.4 mm As a result of the oedometer test performed on a clay sample of 50% thickness, The time for the consolidation settlement was obtained as 6.5 minutes. Tank weight negligently a. When the tank is full, calculate the amount of total differential settlement that will occur under the foundation. calculate. b. The time it will take for 75% consolidation settlements to occur in the field calculate. c. Minimizing the settlements that will occur with the construction of tanks in the field, the foundation Calculate the depth. D. Solve part a of the problem for the OCR value of 1.75 in the clay layer.
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