Superstructure and ground profile information for the problem given in the figure above, 25.4 mm as a result of an oedometer experiment performed on a clay sample with a thickness of 50 % the duration of the consolidation session was 6.5 min. Tank weight by omission, a. The total amount of different seating that will occur under the foundation while the tank is fully full calculate. b. 75% of the time it will take for consolidation Sessions to occur on the land calculate.
Superstructure and ground profile information for the problem given in the figure above, 25.4 mm as a result of an oedometer experiment performed on a clay sample with a thickness of 50 % the duration of the consolidation session was 6.5 min. Tank weight by omission, a. The total amount of different seating that will occur under the foundation while the tank is fully full calculate. b. 75% of the time it will take for consolidation Sessions to occur on the land calculate.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
Superstructure and ground profile information for the problem given in the figure above, 25.4 mm
as a result of an oedometer experiment performed on a clay sample with a thickness of 50 %
the duration of the consolidation session was 6.5 min. Tank weight
by omission,
a. The total amount of different seating that will occur under the foundation while the tank is fully full
calculate.
b. 75% of the time it will take for consolidation Sessions to occur on the land
calculate.
c. It will make the sessions that will occur with the construction of Tanks on the ground to a minimum, basic
calculate its depth.
d. Option a of the problem is solved in case the ACO value in the clay layer is 1.75.
Transcribed Image Text:Diameter: 45 m
STORE
12 m
Liquid: 9.6 kN / m²
YASS
Internal friction angle: 35°
Unit volume weight: 19.2 kN / m3
3 m
sand
Internal friction Angle: 10°
Unit volume weight: 17.6 kN / m3
eр: 1.27
Cohesion: 12 kPa
KİL
17 m
Сс: 0.40
Cr. 0.12
sand
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