The allowable settlement for the proposed continuous footing in the figure below is 50 mm. Using the classical method and showing all steps and equations, compute its consolidation settlement, &c and determine if it satisfies this criterion. (The Soil is silty Clay: Su= 150 kPa and y = 19 kN/m', C/(1+e) =0.12, C/(1+e)=0.025, o'm=200 kPa, Yw = 9.8 kN/m³; Concrete: y. = 23.6 kN/m³, r =0.85). 500 kN/m 0.6 m 1.8 m. 6 m Water Table
The allowable settlement for the proposed continuous footing in the figure below is 50 mm. Using the classical method and showing all steps and equations, compute its consolidation settlement, &c and determine if it satisfies this criterion. (The Soil is silty Clay: Su= 150 kPa and y = 19 kN/m', C/(1+e) =0.12, C/(1+e)=0.025, o'm=200 kPa, Yw = 9.8 kN/m³; Concrete: y. = 23.6 kN/m³, r =0.85). 500 kN/m 0.6 m 1.8 m. 6 m Water Table
Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter17: Subsoil Exploration
Section: Chapter Questions
Problem 17.10P
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