A rectangular footing shown is acted upon a load at a distance "e" from the centerline. The soil and footing has the following properties For soil, Cohesion, c = 18.76 kPa The angle of internal friction, o =22 Unit weight of moist soil, y = 14.61 kN/m3 Unit weight of submerged soil, y = 10.21 kN/m3 %3D For footing, X=3.43 m Y=3.92 m Df=2.98 m e= 548 mm Use a Factor of Safety of 4.24

A rectangular footing shown is acted upon a load at a distance "e" from the centerline. The soil and footing has the following properties For soil, Cohesion, c = 18.76 kPa The angle of internal friction, o =22 Unit weight of moist soil, y = 14.61 kN/m3 Unit weight of submerged soil, y = 10.21 kN/m3 %3D For footing, X=3.43 m Y=3.92 m Df=2.98 m e= 548 mm Use a Factor of Safety of 4.24

Principles of Geotechnical Engineering (MindTap Course List)

9th Edition

ISBN:9781305970939

Author:Braja M. Das, Khaled Sobhan

Publisher:Braja M. Das, Khaled Sobhan

Chapter16: Soil Bearing Capacity For Shallow Foundations

Section: Chapter Questions

Problem 16.17P

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