Volume 18, Issue 1 (Spring 2024)
2024, 18(1): 143-161 |
Back to browse issues page
Download citation:
BibTeX | RIS | EndNote | Medlars | ProCite | Reference Manager | RefWorks
Send citation to:
BibTeX | RIS | EndNote | Medlars | ProCite | Reference Manager | RefWorks
Send citation to:
Asghari Pari S A. Determining separate resistance factors for base and shaft in driven pile foundations. Journal of Engineering Geology 2024; 18 (1) :143-161
URL: http://jeg.khu.ac.ir/article-1-3105-en.html
URL: http://jeg.khu.ac.ir/article-1-3105-en.html
Behbahan Khatam Alanbia University of Technology , asgharipari@bkatu.ac.ir
Abstract: (469 Views)
Pile design is subject to a number of uncertainties that must be addressed to ensure the reliability and safety of the foundation. A common approach to reduce uncertainties in pile design is to calibrate the resistance factor in the Load and Resistance Factor Design (LRFD) method through reliability analysis. However, it is important to recognize that the LRFD method may not fully account for uncertainties associated with soil and pile resistances. The results of this study show that the separate consideration of base and wave resistance can lead to a more accurate and reliable design of piles. The proposed method can help engineers make more informed decisions and reduce uncertainties in pile design. In addition, the study highlights the importance of considering different factors such as the ratio of dead to live load and the ratio of base to shaft resistance when calculating the resistance factor.
Keywords: Reliability, Pile foundation, Base resistance, Shaft resistance, load and resistance factor Design method.
Type of Study: Original Research |
Subject:
Geotecnic
Received: 2024/03/18 | Accepted: 2024/05/30 | Published: 2024/06/20
Received: 2024/03/18 | Accepted: 2024/05/30 | Published: 2024/06/20
| Rights and permissions | |
 |
This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License. |
