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Calculate the stability of the caisson structure to be built in the project area where the specific gravity of the sea water is 10.20 kN/m³. The deep water significant wave height and significant wave period are Hs0-5.Ym and T-6.Xs., respectively. Bottom slope will be considered as 1/50. Friction factor between caisson concrete structure and rubble mound foundation is μ =0.5. Safety factor against sliding will be considered as 1.1 whereas safety factor against overturning as 1.2. * 5.0 m 2.5 m 6.5 m SSS

Calculate the stability of the caisson structure to be built in the project area where the specific gravity of the sea water is 10.20 kN/m³. The deep water significant wave height and significant wave period are Hs0-5.Ym and T-6.Xs., respectively. Bottom slope will be considered as 1/50. Friction factor between caisson concrete structure and rubble mound foundation is μ =0.5. Safety factor against sliding will be considered as 1.1 whereas safety factor against overturning as 1.2. * 5.0 m 2.5 m 6.5 m SSS

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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Hs0=5.2 and  Ts=6.0 coastal hydraulics question 

Question 3 Calculate the stability of the caisson structure to be built in the project area where the specific gravity of the sea water is 10.20 kN/m³. The deep water significant wave height and significant wave period are Hs0=5.Ym and Ts-6.Xs., respectively. Bottom slope will be considered as 1/50. Friction factor between caisson concrete structure and rubble mound foundation is µ = 0.5. Safety factor against sliding will be considered as 1.1 whereas safety factor against overturning as 1.2. Deniz Tabanı 1/2 1.0 m * * 5.0 m 2-4 ton 2.5 m 6.5 m ** 1.0 m 1/2 SSS 1.5 m
Transcribed Image Text:Question 3 Calculate the stability of the caisson structure to be built in the project area where the specific gravity of the sea water is 10.20 kN/m³. The deep water significant wave height and significant wave period are Hs0=5.Ym and Ts-6.Xs., respectively. Bottom slope will be considered as 1/50. Friction factor between caisson concrete structure and rubble mound foundation is µ = 0.5. Safety factor against sliding will be considered as 1.1 whereas safety factor against overturning as 1.2. Deniz Tabanı 1/2 1.0 m * * 5.0 m 2-4 ton 2.5 m 6.5 m ** 1.0 m 1/2 SSS 1.5 m
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