The toe bearing capacity in piles is similar to the ultimate bearing capacity of spread footings. However, the side friction capacity has no equivalent in spread footing design. Why do we ignore the friction acting on the side of spread footings?
The toe bearing capacity in piles is similar to the ultimate bearing capacity of spread footings. However, the side friction capacity has no equivalent in spread footing design. Why do we ignore the friction acting on the side of spread footings?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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The toe bearing capacity in piles is similar to the ultimate bearing capacity of spread footings. However, the side friction capacity has no equivalent in spread footing design. Why do we ignore the friction acting on the side of spread footings?
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