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Bearing capacity of screw piles and screwcrete cylinders
Model and full scale loading tests; observations on settlement of piles in actual structures; theory of bearing capacity; relationship between driving torque and bearing capacity of pile; formulation of design rules; earth pressure at rest is critical factor in bearing capacity of structures founded in frictional medium; screwing cylinder with closed nose into dense sand increases bearing capacity. (supp to n 8, Oct 1950) (See also Instn Civ Engrs -- J v 34 n 5 Mar 1950 p 4-73 (discussion) 74-93)
Bearing capacity of screw piles and screwcrete cylinders
Model and full scale loading tests; observations on settlement of piles in actual structures; theory of bearing capacity; relationship between driving torque and bearing capacity of pile; formulation of design rules; earth pressure at rest is critical factor in bearing capacity of structures founded in frictional medium; screwing cylinder with closed nose into dense sand increases bearing capacity. (supp to n 8, Oct 1950) (See also Instn Civ Engrs -- J v 34 n 5 Mar 1950 p 4-73 (discussion) 74-93)
Bearing capacity of screw piles and screwcrete cylinders
Instn Civ Engrs -- J
Wilson, G. (Autor:in)
1950
13 pages
Aufsatz (Zeitschrift)
Englisch
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Bearing capacity of screw piles and screwcrete cylinders
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