A novel semi-analytical model for laterally loaded piles-Reference-Cited by-同舟云学术

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A novel semi-analytical model for laterally loaded piles

Published:2024-08 Issue: Volume:306 Page:118084
ISSN:0029-8018
Container-title:Ocean Engineering
language:en
Short-container-title:Ocean Engineering

Author:

He Rui^ORCID

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Reference65 articles.

1. Continuum mechanics of lateral soil-pile interaction;Abedzadeh;J. Eng. Mech.,2004

2. Behavior of monopile foundations under cyclic lateral load;Achmus;Comput. Geotech.,2009

3. Lateral bearing behaviour of vibro- and impact-driven large-diameter piles in dense sand;Achmus;Geotechnik,2020

4. Deep water geotechnical engineering [C];Andersen,2008

5. Influence of installation method on static lateral response of displacement piles in sand;Anusic;Géotech. Lett.,2019

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1. Influence of precast microbial reinforcement on lateral responses of monopiles;Ocean Engineering;2024-09

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