A×ial compressive capacity of driven piles in sand: a method including post-driving residual stresses-Reference-Cited by-同舟云学术

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A×ial compressive capacity of driven piles in sand: a method including post-driving residual stresses

Published:2001 Issue:2 Volume:38 Page:364-377
ISSN:1208-6010
Container-title:Canadian Geotechnical Journal
language:
Short-container-title:Revue canadienne de géotechnique

Author:

Alawneh Ahmed Shlash,Nusier Osama,Husein Malkawi Abdullah I.,Al-Kateeb Mustafa

Publisher

Canadian Science Publishing

Subject

Civil and Structural Engineering,Geotechnical Engineering and Engineering Geology

Cited by 14 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Softening-based interface model and nonlinear load-settlement response analysis of piles in saturated and unsaturated multi-layered soils;Computers and Geotechnics;2024-07

2. Influence of residual stress and soil dilatancy on the load capacity of jacked pile;International Journal of Geotechnical Engineering;2023-12-27

3. Evaluation of bearing capacity of PHC pipe piles via the dynamic and static loading test;Frontiers in Earth Science;2023-02-09

4. Applicability and comparison of four nature-inspired hybrid techniques in predicting driven piles’ friction capacity;Transportation Geotechnics;2022-11

5. Applying several soft computing techniques for prediction of bearing capacity of driven piles;Engineering with Computers;2018-12-17

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