A square footing shown has the following details: Unit weight of soil = 17.66 kN/m3 Saturated unit weight of soil = 21.32 kN/m3 cohesion = 28.20 kPa friction angle = 30 degrees %3D B = 1.61 meter Df = 1.60 meter P 1,559.97 kN e/B = 0.14 --> one way eccentricity Calculate for the gross factor of safety. Use Meyerhof General Bearing Capacity Formula. D. BX B Water table
A square footing shown has the following details: Unit weight of soil = 17.66 kN/m3 Saturated unit weight of soil = 21.32 kN/m3 cohesion = 28.20 kPa friction angle = 30 degrees %3D B = 1.61 meter Df = 1.60 meter P 1,559.97 kN e/B = 0.14 --> one way eccentricity Calculate for the gross factor of safety. Use Meyerhof General Bearing Capacity Formula. D. BX B 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
Chapter16: Soil Bearing Capacity For Shallow Foundations
Section: Chapter Questions
Problem 16.17P
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Question
![A square footing shown has the following details:
Unit weight of soil = 17.66 kN/m3
Saturated unit weight of soil = 21.32 kN/m³
cohesion = 28.20 kPa
%3D
friction angle = 30 degrees
%3D
B = 1.61 meter
Df = 1.60 meter
P 1,559.97 kN
e/B = 0.14 --> one way eccentricity
Calculate for the gross factor of safety. Use Meyerhof General Bearing Capacity Formula.
D.
BXB
Water table](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fcf0731ee-28e0-4a8c-af38-d356f6b399aa%2F878ce22c-8334-450f-8c5a-e87ae38d0c9f%2Fr5w30ve_processed.jpeg&w=3840&q=75)
Transcribed Image Text:A square footing shown has the following details:
Unit weight of soil = 17.66 kN/m3
Saturated unit weight of soil = 21.32 kN/m³
cohesion = 28.20 kPa
%3D
friction angle = 30 degrees
%3D
B = 1.61 meter
Df = 1.60 meter
P 1,559.97 kN
e/B = 0.14 --> one way eccentricity
Calculate for the gross factor of safety. Use Meyerhof General Bearing Capacity Formula.
D.
BXB
Water table
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