Analytical method for lateral capacity of pile foundations under vertical loads considering asymmetric scour hole in sand-Reference-Cited by-同舟云学术

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Analytical method for lateral capacity of pile foundations under vertical loads considering asymmetric scour hole in sand

Published:2024-02 Issue: Volume:293 Page:116654
ISSN:0029-8018
Container-title:Ocean Engineering
language:en
Short-container-title:Ocean Engineering

Author:

Jiang Jie,Yu Yundong,Gong Jian,Fu Chenzhi

Publisher

Elsevier BV

Reference32 articles.

1. Geotechnical and Foundation Design Considerations,2011

2. Lateral resistance of piles in cohesive soils;Broms;J. Soil Mech. Found Div.,1964

3. Experimental Investigation on Scouring Around Piers of Different Shape and Alignment in Gravel;Diab,2011

4. Global Wind Report 2022,2022

5. Design and Construction of Driven Pile Foundations–Volume I. No. FHWA-NHI-16-009;Hannigan,2016

Cited by 2 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. Investigation of the energy loss in cylindrical bridge piers scour depth prediction on sand-bed;Ocean Engineering;2024-10

2. Response of group piles subjected to coupled vertical-eccentric lateral-seismic loads;Results in Engineering;2024-09

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