Determination of depth-of-fixity point for laterally loaded vertical offshore piles: A new approach-Reference-Cited by-同舟云学术

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Determination of depth-of-fixity point for laterally loaded vertical offshore piles: A new approach

Published:2021-07 Issue: Volume:232 Page:109113
ISSN:0029-8018
Container-title:Ocean Engineering
language:en
Short-container-title:Ocean Engineering

Author:

Abdelaziz Ahmed Yehia,El Naggar M. Hesham,Ouda Mohamed^ORCID

Publisher

Elsevier BV

Subject

Ocean Engineering,Environmental Engineering

Reference27 articles.

1. Performance of hollow bar micropiles under monotonic and cyclic lateral loads;Abd Elaziz;J. Geotech. Geoenviron. Eng.,2015

2. Recommended Practices for Planning, Designing, and Construction Fixed Offshore Platforms – Working Stress Design;American Petroleum Institute,2010

3. Case history evaluation of laterally loaded piles;Anderson;J. Geotech. Geoenviron. Eng.,2003

4. Panel Discussion, Laterally Loaded Deep Foundation;Briaud,1984

5. Inelastic seismic response of bridge drilled shaft RC pile/columns;Budek;J. Struct. Eng.,2000

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1. A modified strain wedge model for plastic development of reinforced concrete piles in sand;Ocean Engineering;2024-08

2. Field Study of the Stress Development in PHC–steel Composite (PSC) Piles During Static Load Tests;International Journal of Civil Engineering;2024-06-11

3. Magnification factor for pile internal forces of pile‐supported wharves under bi‐directional ground motions;The Journal of Engineering;2024-04

4. An Analytical Approach to Determine Point-of-Fixity of Deep Foundation Utilizing Nonlinear Response from p-y Analysis;Geo-Congress 2024;2024-02-22

5. Influence of edge distance on experimental p-y curves for piles near slope;Geomechanics and Geoengineering;2023-07-25

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