A 2m wide strip footing is formed at a depth of 1.5 m below the ground level in a homogenous bed of Dense Sand, having the following properties 36° y 1.85 tm³, Determine the ultimate, net ultimate Net safe bearing capacity of the footing. Given For 36° N = 60° N 42, N = 47. Assume a F.O.S of 31
A 2m wide strip footing is formed at a depth of 1.5 m below the ground level in a homogenous bed of Dense Sand, having the following properties 36° y 1.85 tm³, Determine the ultimate, net ultimate Net safe bearing capacity of the footing. Given For 36° N = 60° N 42, N = 47. Assume a F.O.S of 31
Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter17: Settlement Of Shallow Foundations
Section: Chapter Questions
Problem 17.12P
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![A 2m wide strip footing is formed at a depth of 1.5 m below the ground level in a homogenous bed
of Dense Sand, having the following properties
3 36° y 1.85 tm³, Determine the ultimate, net ultimate
Net safe bearing capacity of the footing. Given For
= 36⁰, N = 60° N 42, N. 47. Assume a F.O.S of 3](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fe9ef1546-bf8b-42db-9992-12569b0c71b5%2F079dfa71-ff15-4ccf-94df-17a2beec01b4%2Fwvtke3f_processed.jpeg&w=3840&q=75)
Transcribed Image Text:A 2m wide strip footing is formed at a depth of 1.5 m below the ground level in a homogenous bed
of Dense Sand, having the following properties
3 36° y 1.85 tm³, Determine the ultimate, net ultimate
Net safe bearing capacity of the footing. Given For
= 36⁰, N = 60° N 42, N. 47. Assume a F.O.S of 3
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