A 2 m wide strip footing is located at a depth of 2 m in a stiff clay of saturated unit weight of 20 kN/m³ and having , = 0° and cu = 120 kN/m². Using Terzaghi's bearing capacity equation, compute the safe load carried by footing per metre length with factor of safety F = 3 with respect to shear failure. Given : No = 5.7.

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 2 m wide strip footing is located at a depth of 2 m in a stiff clay of saturated unit weight of
20 kN/m³ and having , = 0° and c₁ = 120 kN/m². Using Terzaghi's bearing capacity equation,
compute the safe load carried by footing per metre length with factor of safety F = 3 with respect
to shear failure. Given : No = 5.7.
Transcribed Image Text:A 2 m wide strip footing is located at a depth of 2 m in a stiff clay of saturated unit weight of 20 kN/m³ and having , = 0° and c₁ = 120 kN/m². Using Terzaghi's bearing capacity equation, compute the safe load carried by footing per metre length with factor of safety F = 3 with respect to shear failure. Given : No = 5.7.
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