Axial load capacity of un-tapered piles in cohesionless soils

Roy E. Olson, Magued Iskander

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Abstract

A method of estimating axial load capacity of driven piles using standard penetration resistances and continuous functions is presented. The accuracy of the method was judged in comparison to predictions made using the API RP-2A method. Space limitations preclude making more extensive comparisons.

Original languageEnglish (US)
Title of host publicationContemporary Topics in Deep Foundations - Proceedings of Selected Papers of the 2009 International Foundation Congress and Equipment Expo
Pages231-238
Number of pages8
Edition185
DOIs
StatePublished - 2009
EventContemporary Topics in Deep Foundations - 2009 International Foundation Congress and Equipment Expo - Orlando, FL, United States
Duration: Mar 15 2009Mar 19 2009

Other

OtherContemporary Topics in Deep Foundations - 2009 International Foundation Congress and Equipment Expo
CountryUnited States
CityOrlando, FL
Period3/15/093/19/09

Fingerprint

cohesionless soil
Axial loads
Application programming interfaces (API)
Piles
pile
Soils
penetration
prediction
method
comparison

ASJC Scopus subject areas

  • Geotechnical Engineering and Engineering Geology
  • Civil and Structural Engineering

Cite this

Olson, R. E., & Iskander, M. (2009). Axial load capacity of un-tapered piles in cohesionless soils. In Contemporary Topics in Deep Foundations - Proceedings of Selected Papers of the 2009 International Foundation Congress and Equipment Expo (185 ed., pp. 231-238) https://doi.org/10.1061/41021(335)29

Axial load capacity of un-tapered piles in cohesionless soils. / Olson, Roy E.; Iskander, Magued.

Contemporary Topics in Deep Foundations - Proceedings of Selected Papers of the 2009 International Foundation Congress and Equipment Expo. 185. ed. 2009. p. 231-238.

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Olson, RE & Iskander, M 2009, Axial load capacity of un-tapered piles in cohesionless soils. in Contemporary Topics in Deep Foundations - Proceedings of Selected Papers of the 2009 International Foundation Congress and Equipment Expo. 185 edn, pp. 231-238, Contemporary Topics in Deep Foundations - 2009 International Foundation Congress and Equipment Expo, Orlando, FL, United States, 3/15/09. https://doi.org/10.1061/41021(335)29
Olson RE, Iskander M. Axial load capacity of un-tapered piles in cohesionless soils. In Contemporary Topics in Deep Foundations - Proceedings of Selected Papers of the 2009 International Foundation Congress and Equipment Expo. 185 ed. 2009. p. 231-238 https://doi.org/10.1061/41021(335)29
Olson, Roy E. ; Iskander, Magued. / Axial load capacity of un-tapered piles in cohesionless soils. Contemporary Topics in Deep Foundations - Proceedings of Selected Papers of the 2009 International Foundation Congress and Equipment Expo. 185. ed. 2009. pp. 231-238
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