Predicting load–displacement of driven PHC pipe piles using stacking ensemble with Pareto optimization-Reference-Cited by-同舟云学术

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Predicting load–displacement of driven PHC pipe piles using stacking ensemble with Pareto optimization

Published:2024-10 Issue: Volume:316 Page:118574
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Bui-Ngoc Tram,Nguyen Tan^ORCID,Nguyen-Quang Minh-The,Shiau Jim^ORCID

Publisher

Elsevier BV

Reference60 articles.

1. Investigation on in-situ test of penetration characteristics of open and closed PHC pipe piles;Wang;Soils Found,2021

2. Monitoring and analysis of PHC pipe piles under hydraulic jacking using FBG sensing technology;Li;Measurement,2014

3. Estimation of load capacity of pipe piles in sand based on cone penetration test results;Lee;J Geotech Geoenviron Eng,2003

4. Pile foundation analysis and design;Poulos,1980

5. Soft computing for determining base resistance of super-long piles in soft soil: A coupled SPBO-XGBoost approach;Nguyen;Comput Geotech,2023

Cited by 1 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Enhancing Sustainability of Building Foundations with Efficient Open-End Pile Optimization;Sustainability;2024-08-10

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