Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Allowable bearing capacity of initially bent piles
Method for calculation of maximum lateral deflection, maximum soil reaction, and maximum bending moment of axially loaded, initially bent pile; it is shown that by limiting maximum soil reaction to one-half to one-third of ultimate lateral resistance of soil, and by limiting maximum stress in pile to one-half to one-fourth of yield, or ultimate strength of pile material, it is possible to estimate rapidly axial load that can be safely applied.
Allowable bearing capacity of initially bent piles
Method for calculation of maximum lateral deflection, maximum soil reaction, and maximum bending moment of axially loaded, initially bent pile; it is shown that by limiting maximum soil reaction to one-half to one-third of ultimate lateral resistance of soil, and by limiting maximum stress in pile to one-half to one-fourth of yield, or ultimate strength of pile material, it is possible to estimate rapidly axial load that can be safely applied.
Allowable bearing capacity of initially bent piles
ASCE -- Proc (J Soil Mechanics Foundations Div)
Broms, B.B. (Autor:in)
1963
18 pages
Aufsatz (Zeitschrift)
Englisch
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