Research Article
Nov 1964
Piles in Cohesionless Soil Subject to Oblique Pull
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VIEW THE REPLYPublication: Journal of the Soil Mechanics and Foundations Division
Volume 90, Issue 6
Abstract
Laboratory test data on rigid piles embedded or driven at various angles in cohesionless soils and subjected to oblique pull, 60○ from the horizontal, are presented. The vertical or a slight out-batter pile position gives the greatest resistance, the ultimate loads for a 30○ out-batter being less than 65% of the peak resistance. The pile roughness becomes a significant factor when the relative axial load component reaches a certain limit. A method for analyzing nonlinear load-displacement relationship of a rigid pile is presented.
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Published In
Journal of the Soil Mechanics and Foundations Division
Volume 90 • Issue 6 • November 1964
Pages: 11 - 24
Copyright
© 1964 American Society of Civil Engineers.
History
Published in print: Nov 1964
Published online: Feb 12, 2021
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Authors
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Yoshiaki Yoshimi, AM.ASCE
Asst. Prof. of Civ. Engrg., Carnegie Inst. of Tech. Pittsburgh, Pa.
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.