A 1.5 m 2.0 m rectangular foundation is placed at 1.0 m depth in sand where
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A 1.5 m × 2.0 m rectangular foundation is placed at 1.0 m depth in sand where ϕ' = 40° and γ = 18.5 kN/m3. Bedrock is present at 1.0 m below the foundation. Using Eq. (7.3), determine the ultimate bearing capacity of the foundation.
Eq. (7.3)
Transcribed Image Text:
Gu = qNF YBN F 9* qs y* ys 1/- +
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Jasbir singh
I have done m.tech in civil with specialisation in soil mechanics and foundation engg. I worked as an assistant professor (civil department) in HIET shahpur (himachal pradesh) . I had a teaching experience of 1.5 years.
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Related Book For
Principles Of Foundation Engineering
ISBN: 9781337705028
9th Edition
Authors: Braja M. Das, Nagaratnam Sivakugan
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