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A platform for research: civil engineering, architecture and urbanism
Bearing capacity of piles in cohesionless soils
Method of computing ultimate bearing capacity of pile driven into cohesionless soils is derived empirically from number of load-tests involving various types of piles all loaded to failure; solution is based on consideration of pile taper, roughness and shape of pile surface and volume of pile; comparison of computed and observed ultimate bearing capacities reveals good agreement.
Bearing capacity of piles in cohesionless soils
Method of computing ultimate bearing capacity of pile driven into cohesionless soils is derived empirically from number of load-tests involving various types of piles all loaded to failure; solution is based on consideration of pile taper, roughness and shape of pile surface and volume of pile; comparison of computed and observed ultimate bearing capacities reveals good agreement.
Bearing capacity of piles in cohesionless soils
ASCE -- Proc (J Soil Mechanics Foundations Div)
Nordlund, R.L. (author)
1963
35 pages
Article (Journal)
English
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