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1. ) For the square foundation below determine: a) ultimate settlement and b) settlement after 140 days due to consolidation of the clay layer. Base your calculations on the values at the midpoint of the layer. 8 ft 12 ft 8 ft 16 ft q=2200 psf SAND (COARSE) Yo 110 pcf w=0.08 G,= 2.65 e=0.6 CLAY (NORM.CONSOL.) c,= 0.15 ft/day C₂ = 0.42 e₂ = 1.2 ROCK G₂ =2.57 Sult=D.126 ft 5140 = 0,087 ft

1. ) For the square foundation below determine: a) ultimate settlement and b) settlement after 140 days due to consolidation of the clay layer. Base your calculations on the values at the midpoint of the layer. 8 ft 12 ft 8 ft 16 ft q=2200 psf SAND (COARSE) Yo 110 pcf w=0.08 G,= 2.65 e=0.6 CLAY (NORM.CONSOL.) c,= 0.15 ft/day C₂ = 0.42 e₂ = 1.2 ROCK G₂ =2.57 Sult=D.126 ft 5140 = 0,087 ft

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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1. ) For the square foundation below determine: a) ultimate settlement and b) settlement after 140 days due to consolidation of the clay layer. Base your calculations on the values at the midpoint of the layer. 8 ft 12 ft 8 ft 16 ft SAND (COARSE) Y 110 pcf w=0.08 G₁= 2.65 q=2200 psf ROCK e=0.6 CLAY (NORM.CONSOL.) c, = 0.15 ft/day C₂ = 0.42 e₂ = 1.2 G₂ =2.57 a) Sult = D.126 ft 5140 = 0,087 ft
Transcribed Image Text:1. ) For the square foundation below determine: a) ultimate settlement and b) settlement after 140 days due to consolidation of the clay layer. Base your calculations on the values at the midpoint of the layer. 8 ft 12 ft 8 ft 16 ft SAND (COARSE) Y 110 pcf w=0.08 G₁= 2.65 q=2200 psf ROCK e=0.6 CLAY (NORM.CONSOL.) c, = 0.15 ft/day C₂ = 0.42 e₂ = 1.2 G₂ =2.57 a) Sult = D.126 ft 5140 = 0,087 ft
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