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Article

Discrete Element Simulation Study of Soil–Rock Mixture Under High-Frequency Vibration Loading

1
China National Chemical Communications Construction Group Co., Ltd., Jinan 250102, China
2
Jiangxi Ganyue Expressway Co., Ltd., Nanchang 330025, China
3
School of Civil Engineering, Chongqing University, Chongqing 400045, China
4
Gansu Academy of Building Research (Group) Co., Ltd., Lanzhou 730070, China
*
Authors to whom correspondence should be addressed.
Buildings 2025, 15(24), 4426; https://doi.org/10.3390/buildings15244426
Submission received: 11 November 2025 / Revised: 30 November 2025 / Accepted: 4 December 2025 / Published: 8 December 2025

Abstract

Research on the dynamic characteristics of roadbeds has primarily focused on traffic loads and foundation treatment responses during the operation and maintenance phase. However, there remains a lack of in-depth exploration into vibration compaction during the construction phase, particularly the differences in stress paths under roller dynamic loading. Laboratory dynamic triaxial tests are limited by low-frequency loading, making it difficult to simulate real-world roadbed compaction conditions. Therefore, this study employs discrete element numerical simulation technology to construct a numerical model for subgrade compaction under roller dynamic loading. It aims to reveal the macro- and micro-scale evolution patterns of soil under compaction conditions, thoroughly analyze the influence of factors such as roller frequency and vibratory force on subgrades with varying rock content in soil–stone mixed fill, and provide a theoretical foundation for intelligent compaction (IC) of soil–stone mixed subgrades in subsequent research.
Keywords: road roller dynamic load; soil-rock mixture; dynamic triaxial test; discrete element simulation road roller dynamic load; soil-rock mixture; dynamic triaxial test; discrete element simulation

Share and Cite

MDPI and ACS Style

Cheng, K.; Cai, Y.; Hu, Y.; Hu, J.; Yan, S.; Shu, R.; Cui, X.; Zhang, X. Discrete Element Simulation Study of Soil–Rock Mixture Under High-Frequency Vibration Loading. Buildings 2025, 15, 4426. https://doi.org/10.3390/buildings15244426

AMA Style

Cheng K, Cai Y, Hu Y, Hu J, Yan S, Shu R, Cui X, Zhang X. Discrete Element Simulation Study of Soil–Rock Mixture Under High-Frequency Vibration Loading. Buildings. 2025; 15(24):4426. https://doi.org/10.3390/buildings15244426

Chicago/Turabian Style

Cheng, Kai, Yu Cai, Yun Hu, Junlin Hu, Shirong Yan, Rong Shu, Xinzhaung Cui, and Xiaoning Zhang. 2025. "Discrete Element Simulation Study of Soil–Rock Mixture Under High-Frequency Vibration Loading" Buildings 15, no. 24: 4426. https://doi.org/10.3390/buildings15244426

APA Style

Cheng, K., Cai, Y., Hu, Y., Hu, J., Yan, S., Shu, R., Cui, X., & Zhang, X. (2025). Discrete Element Simulation Study of Soil–Rock Mixture Under High-Frequency Vibration Loading. Buildings, 15(24), 4426. https://doi.org/10.3390/buildings15244426

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