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A Journal of Russian Academy of Sciences
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IssuesArchive of Issues2025-2pp.1060-1071

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Lijun Zhang, Bin Li, Zhiwu Zhu, Zhengqiang Cheng, Qingjun Geng, and Hongyan Chu, "Experiment and FDM-DEM Simulation of Impact Dynamic Mechanical Behavior of Frozen Soil after Freeze-Thaw Cycles," Mech. Solids. 60 (2), 1060-1071 (2025)
Year 2025 Volume 60 Number 2 Pages 1060-1071
DOI 10.1134/S002565442460702X
Title Experiment and FDM-DEM Simulation of Impact Dynamic Mechanical Behavior of Frozen Soil after Freeze-Thaw Cycles
Author(s) Lijun Zhang (Applied Mechanics and Structural Safety Key Laboratory of Sichuan Province, School of Mechanics and Aerospace Engineering, Southwest Jiaotong University, Chengdu, 610031 China; No.4 Engineering Corporation Limited of CR20G, Qingdao, Shandong, 266075 China)
Bin Li (Applied Mechanics and Structural Safety Key Laboratory of Sichuan Province, School of Mechanics and Aerospace Engineering, Southwest Jiaotong University, Chengdu, 610031 China, 1915732310@qq.com)
Zhiwu Zhu (Applied Mechanics and Structural Safety Key Laboratory of Sichuan Province, School of Mechanics and Aerospace Engineering, Southwest Jiaotong University, Chengdu, 610031 China; High-end Equipment Advance Materials and Manufanturing Technology Laboratory, Chengdu, Sichuan, 610031 China, zzw4455@163.com)
Zhengqiang Cheng (Applied Mechanics and Structural Safety Key Laboratory of Sichuan Province, School of Mechanics and Aerospace Engineering, Southwest Jiaotong University, Chengdu, 610031 China; High-end Equipment Advance Materials and Manufanturing Technology Laboratory, Chengdu, Sichuan, 610031 China)
Qingjun Geng (No.4 Engineering Corporation Limited of CR20G, Qingdao, Shandong, 266075 China)
Hongyan Chu (No.4 Engineering Corporation Limited of CR20G, Qingdao, Shandong, 266075 China)
Abstract The stability and durability of frozen soil in cold regions are significantly affected by freeze-thaw cycles (FTCs) and impact loads. In this study, dynamic impact compression experiments were performed on frozen soil under different numbers of FTCs (0, 1, 3, and 5) and different strain rates (350, 450, and 600 s−1) to explore the influence of FTCs on the impact dynamic mechanical properties of frozen soil. The experimental results revealed that the frozen soil exhibited significant strain rate and FTC effects. The strength of frozen soil decreased with an increase in the number of FTCs and a decrease in the strain rate, and there was a critical threshold for FTCs. A three-dimensional split Hopkinson pressure bar (SHPB) numerical model was constructed by coupling finite difference method (FDM) and discrete element methods (DEM). The SHPB and frozen soil were modeled using FLAC3D and PFC3D software, respectively. The impact dynamic mechanical behavior of frozen soil after FTCs was simulated using a parallel bond model as the contact model between the particles. The stress-strain and crack evolution behaviors in frozen soil after FTCs were discussed. A comparison of the simulation results and experimental data confirmed the validity and reliability of the coupled FDM-DEM simulation.
Keywords freeze-thaw cycle, impact, discrete element method, strength, frozen soil
Received 13 December 2024Revised 12 February 2025Accepted 16 February 2025
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