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

被引:0
|
作者
Bai, Jian-Guang [1 ]
Kou, Wen-Qi [1 ]
Li, Hai-Jun [1 ]
机构
[1] Inner Mongolia Agr Univ, Coll Energy & Transportat Engn, Hohhot, Peoples R China
关键词
CFG; rubber particle loess; deformation; numerical simulation; dynamic loading;
D O I
10.21595/jve.2024.24110
中图分类号
R318 [生物医学工程];
学科分类号
0831 ;
摘要
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.
引用
收藏
页码:1237 / 1248
页数:12
相关论文
共 23 条
  • [1] Numerical Simulation of Dynamic Deformation Characteristics of Composite Foundation
    Pan, Zhen-Hua
    Zhang, Yan-Mei
    Wan, Li-Li
    Wang, Zhen
    PROCEEDINGS OF THE 2014 INTERNATIONAL CONFERENCE ON MECHANICS AND CIVIL ENGINEERING, 2014, 7 : 418 - +
  • [2] Dynamic deformation behavior of rubber under high strain rate compressive loading
    Lee, OS
    Kim, MS
    Kim, KJ
    Hwang, SW
    Cho, KS
    INTERNATIONAL JOURNAL OF MODERN PHYSICS B, 2003, 17 (8-9): : 1415 - 1420
  • [3] Influence of Geosynthetic Encasement Stiffness on the Deformation Behavior of Geosynthetic Encased Stone Columns Composite Foundation Under Dynamic Loading
    Ji, Mingchang
    Li, Fuxiu
    Zheng, Yewei
    PROCEEDINGS OF THE 5TH INTERNATIONAL CONFERENCE ON TRANSPORTATION GEOTECHNICS, VOL 8, ICTG 2024, 2025, 409 : 139 - 145
  • [4] Particle flow code numerical simulation of extended foundation under the action of uplift loading
    Liu, Wen-Bai
    Zhou, Jian
    Shuili Xuebao/Journal of Hydraulic Engineering, 2004, (12):
  • [5] Numerical simulation on sand strata deformation around bucket foundation under dynamic loadings
    Li, Chi
    Lu, Xiao-Bing
    Wang, Shu-Yun
    Gongcheng Lixue/Engineering Mechanics, 2010, 27 (10): : 167 - 172
  • [6] Behavior of particle-filled polymer composite under static and dynamic loading
    Klepaczko, J. R.
    Petrov, Y. V.
    Atroshenko, S. A.
    Chevrier, P.
    Fedorovsky, G. D.
    Krivosheev, S. I.
    Utkin, A. A.
    ENGINEERING FRACTURE MECHANICS, 2008, 75 (01) : 136 - 152
  • [7] Numerical Modelling of Track Behavior Capturing Particle Breakage under Dynamic Loading
    Ngo, Trung
    Indraratna, Buddhima
    ENGINEERING, MONITORING, AND MANAGEMENT OF GEOTECHNICAL INFRASTRUCTURE (GEO-CONGRESS 2020 ), 2020, (316): : 374 - 382
  • [8] Dynamic deformation behavior of rubber(NR/NBR) under high strain rate compressive loading
    Lee, OS
    Lee, JW
    Kim, SH
    ADVANCES IN FRACTURE AND STRENGTH, PTS 1- 4, 2005, 297-300 : 172 - 177
  • [9] Dynamic Mechanical Behavior and Numerical Simulation of Frozen Soil under Impact Loading
    Zhang, Dan
    Zhu, Zhiwu
    Liu, Zhijie
    SHOCK AND VIBRATION, 2016, 2016
  • [10] Numerical simulation of the dynamic behavior and strength analysis of multilayer shells under impulsive loading
    Lugovoi P.Z.
    Meish V.F.
    Strength of Materials, 2000, 32 (04) : 368 - 375