The specifications call for maximum allowable settlement of 25mm. Using the classical method calculate the settlement of the continuous footing shown in the figure and determine if the specification for settlement is satisfied 2.5 m 3.5 m 500 mm PD = 40 kN/m PL = 25 kN/m 1200 mm Silty Clay Ce/(1+e) = 0.13 Cr1+e)=0.04 Om=300 kPa Y= 18.0 kN/m³ Silty Clay Ce/(1+e) = 0.13 Cr/(1+e) = 0.04 Om = 10 kPa Y = 17.8 kN/m3 Clay C/(1+e) = 0.15 Cr/(1+e) = 0.05 0=400 kPa Y = 19.0 kN/m3 500 mm 1.0 m 1.0 m 1.5 m 2.0 m 3.0 m

The specifications call for maximum allowable settlement of 25mm. Using the classical method calculate the settlement of the continuous footing shown in the figure and determine if the specification for settlement is satisfied 2.5 m 3.5 m 500 mm PD = 40 kN/m PL = 25 kN/m 1200 mm Silty Clay Ce/(1+e) = 0.13 Cr1+e)=0.04 Om=300 kPa Y= 18.0 kN/m³ Silty Clay Ce/(1+e) = 0.13 Cr/(1+e) = 0.04 Om = 10 kPa Y = 17.8 kN/m3 Clay C/(1+e) = 0.15 Cr/(1+e) = 0.05 0=400 kPa Y = 19.0 kN/m3 500 mm 1.0 m 1.0 m 1.5 m 2.0 m 3.0 m

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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