Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Piles in cohesionless soil subject to oblique pull
In laboratory tests steel piles were embedded or driven at various angles in cohesionless soils and subjected to pull 60° from horizontal; among factors influencing ultimate resistance are initial pile inclination and roughness of pile surface; method for analyzing nonlinear load-displacement relationship of rigid pile is presented.
Piles in cohesionless soil subject to oblique pull
In laboratory tests steel piles were embedded or driven at various angles in cohesionless soils and subjected to pull 60° from horizontal; among factors influencing ultimate resistance are initial pile inclination and roughness of pile surface; method for analyzing nonlinear load-displacement relationship of rigid pile is presented.
Piles in cohesionless soil subject to oblique pull
ASCE -- Proc (J Soil Mechanics Foundations Div)
Yoshimi, Y. (Autor:in)
1964
14 pages
Aufsatz (Zeitschrift)
Englisch
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