Numerical study on micropile group behavior supporting fixed bottom marine hydrokinetic devices in sandy seabed-Reference-Cited by-同舟云学术

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Numerical study on micropile group behavior supporting fixed bottom marine hydrokinetic devices in sandy seabed

Published:2024-02 Issue: Volume:293 Page:116614
ISSN:0029-8018
Container-title:Ocean Engineering
language:en
Short-container-title:Ocean Engineering

Author:

Jamaleddin Neda^ORCID,Gabr Mohammed^ORCID,Borden Roy^ORCID,Argall Richard,Lasser Donald

Funder

Advanced Research Projects Agency - Energy

U.S. Department of Energy

Publisher

Elsevier BV

Subject

Ocean Engineering,Environmental Engineering

Reference33 articles.

1. Lateral load behavior of inclined micropiles installed in soil and rock layers;Abbas;Int. J. GeoMech.,2021

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

3. Geotechnical capacity of hollow-bar micropiles in cohesive soils;Abd Elaziz;Can. Geotech. J.,2014

4. An approach to predict unknown diameter of hollow-bar micropiles (HBMs) in sandy soils considering installation parameters;Ahsanuzzaman,2020

5. Effect of seawater on the mechanical properties of cement grout used for formation of micropiles in marine applications;Ahsanuzzaman,2018

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