Determination of ultimate bearing capacity of uplift piles using intact and non-intact load-displacement curve-Reference-Cited by-同舟云学术

Determination of ultimate bearing capacity of uplift piles using intact and non-intact load-displacement curve

Published:2022-02 Issue:2 Volume:29 Page:470-485
ISSN:2095-2899
Container-title:Journal of Central South University
language:en
Short-container-title:J. Cent. South Univ.

Author:

Wang Qin-ke,Ma Jian-lin,Ji Yu-kun^ORCID,Zhang Jian,Chen Wen-long

Publisher

Springer Science and Business Media LLC

Subject

Metals and Alloys,General Engineering

Link

https://link.springer.com/content/pdf/10.1007/s11771-021-4843-2.pdf

Reference35 articles.

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2. FLEMING W G K. A new method for signle pile settlement prediction and analysis [J]. Géotechnique, 1992, 42(3): 411–425. DOI: https://doi.org/10.1680/geot.1992.42.3.411.

3. FLEMING W G K. Execution and interpretation of pile loading tests [C]// Proceedings of l6th Conference on Geotechnics in Turin (I), 1997, 16: 1–21.

4. DALERCI G, BOVOLENTA R. A new method for the evaluation of the ultimate load of piles by tests not carried to failure [J]. Geotechnical and Geological Engineering, 2014, 32(6): 1415–1426. DOI: https://doi.org/10.1007/s10706-013-9673-z.

5. KIEFA M A A. General regression neural networks for driven piles in cohesionless soils [J]. Journal of Geotechnical and Geoenvironmental Engineering, 1998, 124(12): 1177–1185. DOI: https://doi.org/10.1061/(asce)1090-0241(1998)124:12(1177).

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