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For the strip footing on a saturated clay, for the given failure surface as shown in the below figure, the bearing capacity equation takes the form : (where Cu - undrained shear strength fu - angle of internal friction B - width of strip footing qc - ultimate bearing capacity of soil)
🗓 Jul 18, 2021
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Sanket
🌐 India
Thanks, I will pass in exam now :)
votes
Allison
🌐 India
Cool if had answer
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