Model test study on the bearing capacity of flexible single pile composite foundation with different pile lengths

• Two sets of model tests were conducted on flexible short pile and flexible long pile composite foundations. • Focused on analyzing the impact of different pile lengths on the bearing capacity of flexible single-pile composite foundations. • Experimental data, including vertical displacement, stress in the composite foundation pile, and inter-pile soil pressure, were analyzed. The mechanical behavior and bearing capacity distribution characteristics of composite foundations were revealed. • Provides experimental evidence and practical insights for optimizing the design of flexible pile composite foundations. This study conducted two sets of model tests: the load test on flexible short pile composite foundations and the load test on flexible long pile composite foundations, systematically investigating the bearing capacity characteristics of flexible single-pile composite foundations. The focus was on examining the impact of different pile lengths on the bearing capacity of the flexible single-pile composite foundation. Through the analysis of experimental data, including vertical displacement of the load plate, stress in the composite foundation pile, and inter-pile soil pressure, the mechanical behavior and bearing capacity of the composite foundation were revealed. This study provides experimental evidence and practical guidance for the optimization design of flexible pile composite foundations.

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Publication Details

Journal
Results in Engineering
Published
2025-08-22
DOI
https://doi.org/10.1016/j.rineng.2025.106902
Primary Topic
Geotechnical Engineering and Soil Stabilization
Type
article
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article

Model test study on the bearing capacity of flexible single pile composite foundation with different pile lengths

Yao Ding, Shi-ju Ma, Xiang Zhu, Yuancheng Guo et al.
1 links
Results in Engineering
Geotechnical Engineering and Soil Stabilization
article

Model test study on the bearing capacity of flexible single pile composite foundation with different pile lengths

Yao Ding, Shi-ju Ma, Xiang Zhu, Yuancheng Guo, Kairong Hong
article en

Abstract

• Two sets of model tests were conducted on flexible short pile and flexible long pile composite foundations. • Focused on analyzing the impact of different pile lengths on the bearing capacity of flexible single-pile composite foundations. • Experimental data, including vertical displacement, stress in the composite foundation pile, and inter-pile soil pressure, were analyzed. The mechanical behavior and bearing capacity distribution characteristics of composite foundations were revealed. • Provides experimental evidence and practical insights for optimizing the design of flexible pile composite foundations. This study conducted two sets of model tests: the load test on flexible short pile composite foundations and the load test on flexible long pile composite foundations, systematically investigating the bearing capacity characteristics of flexible single-pile composite foundations. The focus was on examining the impact of different pile lengths on the bearing capacity of the flexible single-pile composite foundation. Through the analysis of experimental data, including vertical displacement of the load plate, stress in the composite foundation pile, and inter-pile soil pressure, the mechanical behavior and bearing capacity of the composite foundation were revealed. This study provides experimental evidence and practical guidance for the optimization design of flexible pile composite foundations.

Results in EngineeringVol. 27
Henan University of Technology (CN), Zhengzhou University (CN), Zhengzhou University of Science and Technology (CN), Henan University of Engineering (CN), China Railway Group (China) (CN), Huanghe Science and Technology College (CN)
Openalex Percentile: Top 77%
Geotechnical Engineering and Soil Stabilization
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Model test study on the bearing capacity of flexible single pile composite foundation with different pile lengths — Yao Ding, Shi-ju Ma, et al. · Results in Engineering (2025) | TGRS Research Map | TGRS