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...
Main Authors: | , |
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Format: | Article |
Language: | English |
Published: |
EDP Sciences
2024-01-01
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Series: | BIO Web of Conferences |
Online Access: | https://www.bio-conferences.org/articles/bioconf/pdf/2024/16/bioconf_iscku2024_00096.pdf |