The allowable settlement for the proposed continuous footing in the figure below is 50 mm. Using theclassical method and showing all steps and equations, compute its consolidation settlement, de and determine if itsatisfies 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/m0.6 m1.8 m.6 mWater Table

Given Su=150 kPa,γ=19 kN/m3,CC1+e=0.12 ,Cr1+e=0.025 ,σm'=200 kPa ,Andγw=9.8 kN/m3

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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