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Article

A DEM Study on the Macro- and Micro-Mechanical Characteristics of an Irregularly Shaped Soil–Rock Mixture Based on the Analysis of the Contact Force Skeleton

1
School of Civil Engineering, Zhejiang University of Technology, Hangzhou 310023, China
2
China Construction Fifth Engineering Bureau, Changsha 4100211, China
*
Author to whom correspondence should be addressed.
Appl. Sci. 2025, 15(14), 7978; https://doi.org/10.3390/app15147978
Submission received: 10 June 2025 / Revised: 11 July 2025 / Accepted: 14 July 2025 / Published: 17 July 2025
(This article belongs to the Section Civil Engineering)

Abstract

The mechanical characteristics of soil–rock mixtures (S-RMs) are essential for ensuring geotechnical engineering stability and are significantly influenced by the microstructure’s contact network configuration. Due to the irregularity of particle shapes and the variability in particle grading with S-RMs, their macro-mechanical characteristics and mesoscopic contact skeleton distribution exhibit increased complexity. To further elucidate the macro-mesoscopic mechanical behavior of S-RMs, this study employed the DEM to develop a model incorporating irregular specimens representing various states, based on CT scan outlines, and applied flexible boundary conditions. A main skeleton system of contact force chains is an effective methodology for characterizing the dominant structural features that govern the mechanical behavior of soil–rock mixture specimens. The results demonstrate that the strength of S-RMs was significantly influenced by gravel content and consolidation state; however, the relationship is not merely linear but rather intricately associated with the strength and distinctiveness of the contact force chain skeleton. In the critical state, the mechanical behavior of S-RMs was predominantly governed by the characteristics of the principal contact force skeleton: the contact force skeleton formed by gravel–gravel, despite having fewer contact forces, exhibits strong contact characteristics and an exceptionally high-density distribution of weak contacts, conferring the highest shear strength to the specimens. Conversely, the principal skeleton formed through gravel–sand exhibits contact characteristics that are less distinct compared to those associated with strong contacts. Simultaneously, the probability density distribution of weak contacts diminishes, resulting in reduced shear strength. The contact skeleton dominated by sand–sand contact forces displays similar micro-mechanical characteristics yet possesses the weakest macroscopic behavior strength. Consequently, the concept of the main skeleton of contact force chains utilized in this study presents a novel research approach for elucidating the macro- and micro-mechanical characteristics of multiphase media.
Keywords: soil–rock mixture; DEM; irregular shape; gravel content; flexible membrane boundary; macro- and micro-mechanical response soil–rock mixture; DEM; irregular shape; gravel content; flexible membrane boundary; macro- and micro-mechanical response

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MDPI and ACS Style

Jiang, C.; Zeng, L.; Liu, Y.; Mu, Y.; Dong, W. A DEM Study on the Macro- and Micro-Mechanical Characteristics of an Irregularly Shaped Soil–Rock Mixture Based on the Analysis of the Contact Force Skeleton. Appl. Sci. 2025, 15, 7978. https://doi.org/10.3390/app15147978

AMA Style

Jiang C, Zeng L, Liu Y, Mu Y, Dong W. A DEM Study on the Macro- and Micro-Mechanical Characteristics of an Irregularly Shaped Soil–Rock Mixture Based on the Analysis of the Contact Force Skeleton. Applied Sciences. 2025; 15(14):7978. https://doi.org/10.3390/app15147978

Chicago/Turabian Style

Jiang, Chenglong, Lingling Zeng, Yajing Liu, Yu Mu, and Wangyi Dong. 2025. "A DEM Study on the Macro- and Micro-Mechanical Characteristics of an Irregularly Shaped Soil–Rock Mixture Based on the Analysis of the Contact Force Skeleton" Applied Sciences 15, no. 14: 7978. https://doi.org/10.3390/app15147978

APA Style

Jiang, C., Zeng, L., Liu, Y., Mu, Y., & Dong, W. (2025). A DEM Study on the Macro- and Micro-Mechanical Characteristics of an Irregularly Shaped Soil–Rock Mixture Based on the Analysis of the Contact Force Skeleton. Applied Sciences, 15(14), 7978. https://doi.org/10.3390/app15147978

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