Experimental investigation of model piles subject to lateral load in cohesionless soil

In this research work, the way piles behave in sandy soil and are exposed to lateral forces was examined experimentally by using several lab examinations. These tests were performed on a model of steel piles, including a closed-ended circular pile, a closed-ended square pile, and an H pile. The outc...

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Bibliographic Details
Main Authors: Al-Fahham Nabaa A., Al-Jazaairry Ali A.
Format: Article
Language:English
Published: EDP Sciences 2024-01-01
Series:BIO Web of Conferences
Online Access:https://www.bio-conferences.org/articles/bioconf/pdf/2024/16/bioconf_iscku2024_00096.pdf