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 G₁= 2.65 ROCK W=0.08 e=0.6 CLAY (NORM.CONSOL.) c,= 0.15 ft/day C = 0.42 ep = 1.2 G₁ =2.57 a) Sult = D.126 ft 5140 = 0.081 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 G₁= 2.65 ROCK W=0.08 e=0.6 CLAY (NORM.CONSOL.) c,= 0.15 ft/day C = 0.42 ep = 1.2 G₁ =2.57 a) Sult = D.126 ft 5140 = 0.081 ft
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Please explain the probelm step by step so I can understand the theory and concept. Please show clear calculations and clear solutions so I can understand, thank you
![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
G,= 2.65
q=2200 psf
ROCK
w=0.08
e=0.6
CLAY (NORM.CONSOL.)
c₁= 0.15 ft/day
C₂ = 0.42
@p=1.2
G₂ =2.57
Sult=D.126 ft
S140 = 0.081 ft](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fe61b93f4-6750-4807-aeb2-2c96ab36817d%2F14147268-fbbe-483e-bc77-6bffa4d5cd84%2Ff4s8qio_processed.jpeg&w=3840&q=75)
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
G,= 2.65
q=2200 psf
ROCK
w=0.08
e=0.6
CLAY (NORM.CONSOL.)
c₁= 0.15 ft/day
C₂ = 0.42
@p=1.2
G₂ =2.57
Sult=D.126 ft
S140 = 0.081 ft
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