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Effect of shaft friction on carrying capacity of base of pile or foundation
Tests were conducted to investigate settlement characteristics of base affected by load carried by shaft; test bases were of 4 or 6 in. diam and were flat, hemispherical or conical with 90° apex angle; shaft of pile consisted of thin-walled hollow steel tube of slightly greater internal diameter than diameter of base; tests were carried out with pile embedded in 8×4×4 ft deep bin of open graded sand; model piles were embedded to various depths up to two feet, leaving another two feet of sand beneath base.
Effect of shaft friction on carrying capacity of base of pile or foundation
Tests were conducted to investigate settlement characteristics of base affected by load carried by shaft; test bases were of 4 or 6 in. diam and were flat, hemispherical or conical with 90° apex angle; shaft of pile consisted of thin-walled hollow steel tube of slightly greater internal diameter than diameter of base; tests were carried out with pile embedded in 8×4×4 ft deep bin of open graded sand; model piles were embedded to various depths up to two feet, leaving another two feet of sand beneath base.
Effect of shaft friction on carrying capacity of base of pile or foundation
Civ Eng (Lond)
Jessop, R.J.B. (author) / Eastwood, W. (author)
1964
Article (Journal)
English
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