A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
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. (See also - (discussion) 74-93; Instn Civ Engrs -- J supp to n 8, 1949-50, Oct 1950 p 374-86)
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. (See also - (discussion) 74-93; Instn Civ Engrs -- J supp to n 8, 1949-50, Oct 1950 p 374-86)
Bearing capacity of screw piles and screwcrete cylinders
Instn Civ Engrs -- J
Wilson, G. (author)
1950
70 pages
Article (Journal)
English
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