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Numerical simulation of the deformation behavior of a composite foundation consisting of rubber particle loess-CFG under dynamic loading.

Authors :
Jian-Guang Bai
Wen-Qi Kou
Hai-Jun Li
Source :
Journal of Vibroengineering. Aug2024, Vol. 26 Issue 5, p1237-1248. 12p.
Publication Year :
2024

Abstract

The CFG pile technology is primarily employed for foundation reinforcement, offering cost-saving benefits and demonstrating significant reinforcement effects. Consequently, it has gained widespread utilization. However, due to its unique composition and exceptional strength characteristics, investigating the dynamic properties of rubber particle loess-CFG poses significant challenges. In this study, a numerical simulation approach is employed to investigate the dynamic characteristics of rubber particle loess-CFG and its deformation response under dynamic loading is analyzed. The results indicate that the deformation of rubber particle loess-CFG remains minimal under static loading, while it significantly increases under dynamic loading. However, the vertical and horizontal displacements at the top of the mattress layer are comparatively smaller than those observed in loess-CFG, highlighting their seismic stability. The mattress layer of the rubber particle loess-CFG undergoes vertical compression and deformation, while being horizontally squeezed towards the central region. The horizontal displacement and its variation range are significantly greater than that of the entire pile and the soil between piles. Therefore, it is crucial to analyze the material properties, thickness, and extent of the mattress layer during design in order to mitigate its influence. When subjected to dynamic loading at the base of the model, the rubber particle loess-CFG exhibits a strip distribution of vertical displacement which gradually decreases from bottom to top. Moreover, as focal depth increases, the impact of dynamic loading on foundation deformation diminishes. Consequently, rubber particle loess-CFG provides a dual functionality of enhancing foundation strength while effectively resisting dynamic deformations. These research findings provide a theoretical basis for designing reinforced foundations using rubber particle loess-CFG and offer an innovative approach for recycling waste tire rubber particles. [ABSTRACT FROM AUTHOR]

Details

Language :
English
ISSN :
13928716
Volume :
26
Issue :
5
Database :
Academic Search Index
Journal :
Journal of Vibroengineering
Publication Type :
Academic Journal
Accession number :
179018096
Full Text :
https://doi.org/10.21595/jve.2024.24110