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
Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter11: Compressibility Of Soil
Section: Chapter Questions
Problem 11.2P
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