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Q = 900 kN Ground surface Df = 1 m Ground water table LxB = 3m x 2m eo = 0.5, c = 0.35, c, 0.06, o'.= 75 kN/m2 H = 1m %3D H= 9 m eo = 0.48, c. = 0.33, c,= 0.05, o%= 100 kN/m² H2= 2 m eo = 0.45, c = 0.30, c, 0.05, o' = 180 kN/m2 H3= 6m

Q = 900 kN Ground surface Df = 1 m Ground water table LxB = 3m x 2m eo = 0.5, c = 0.35, c, 0.06, o'.= 75 kN/m2 H = 1m %3D H= 9 m eo = 0.48, c. = 0.33, c,= 0.05, o%= 100 kN/m² H2= 2 m eo = 0.45, c = 0.30, c, 0.05, o' = 180 kN/m2 H3= 6m

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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Consider Figure FTR 1 (Taken from Geotechnical Engineering Design, Ming Xiao, strictly for educational purposes) shown. If the specific gravity of the soils is respectively from top to bottom 2.6, 2.7, and 2.73, estimate the effective stresses at the mid thickness of each layer.

Q = 900 kN Ground surface D; = 1 m Ground water table Lx B = 3m x 2m %3D eo = 0.5, c = 0.35, c, 0.06, o= 75 kN/m2 H = 1m H= 9 m eo = 0.48, c = 0.33, c, = 0.05, o'= 100 kN/m2 H2 = 2m %3D I| eo = 0.45, c = 0.30, c, 0.05, o' = 180 kN/m2 H3 = 6m Figure FTR 1
Transcribed Image Text:Q = 900 kN Ground surface D; = 1 m Ground water table Lx B = 3m x 2m %3D eo = 0.5, c = 0.35, c, 0.06, o= 75 kN/m2 H = 1m H= 9 m eo = 0.48, c = 0.33, c, = 0.05, o'= 100 kN/m2 H2 = 2m %3D I| eo = 0.45, c = 0.30, c, 0.05, o' = 180 kN/m2 H3 = 6m Figure FTR 1
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