Time-dependent behavior of deep roadway surrounding rock considering damage induced by excavation and mining disturbances: Experiments, modeling, and simulation

Qingzhe Cui , Rongbin Hou , Zhenhua Li , Feng Du , Xu Chen , Boyang Zhang , Lielie Li

Int J Min Sci Technol ›› 2026, Vol. 36 ›› Issue (2) : 439 -456.

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Int J Min Sci Technol ›› 2026, Vol. 36 ›› Issue (2) :439 -456. DOI: 10.1016/j.ijmst.2025.12.006
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Time-dependent behavior of deep roadway surrounding rock considering damage induced by excavation and mining disturbances: Experiments, modeling, and simulation
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Abstract

In deep coal mining, surrounding rock is subjected to both high in-situ stress and intense mining disturbances, leading to significant time-dependent behavior. Accurately capturing this behavior is essential for predicting long-term roadway stability, necessitating the development of a reliable constitutive creep model and numerical simulation approach. In this study, creep experiments were conducted on pre-damaged rock with varying initial damage levels to investigate the time-dependent mechanical properties. Based on the experimental results, an accelerated-creep criterion was proposed, and an elastic-viscoplastic creep damage model (EVPCD) was established that simultaneously considers the effects of time-dependent damage and instantaneous damage caused by stress disturbances on rock creep behavior. Subsequently, the effectiveness of the proposed creep model was verified using experimental data, and the secondary development of the EVPCD model was completed based on the FLAC3D platform. Following this, a long-term stability analysis method of deep surrounding rock that accounts for excavation-and mining-induced disturbances was proposed. Using the main roadway of Xutuan Coal Mine as a case study, numerical simulations were carried out to investigate the time-dependent deformation and failure characteristics of the surrounding rock following excavation and mining disturbance. Combined with on-site monitoring of the surrounding rock damage areas, the results indicate that the EVPCD outperforms the CVISC and Nishihara models in predicting the time-dependent behavior of deep surrounding rock.

Keywords

Initial damage / Time-dependent damage / Creep model / Numerical implementation / Damage evolution

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Qingzhe Cui, Rongbin Hou, Zhenhua Li, Feng Du, Xu Chen, Boyang Zhang, Lielie Li. Time-dependent behavior of deep roadway surrounding rock considering damage induced by excavation and mining disturbances: Experiments, modeling, and simulation. Int J Min Sci Technol, 2026, 36 (2) : 439-456 DOI:10.1016/j.ijmst.2025.12.006

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CRediT authorship contribution statement

Qingzhe Cui: Writing – review & editing, Writing – original draft, Software, Methodology, Data curation. Rongbin Hou: Writing – review & editing, Resources, Investigation, Funding acquisition, Conceptualization. Zhenhua Li: Writing – review & editing, Supervision. Feng Du: Writing – review & editing, Supervision. Xu Chen: Writing – review & editing, Supervision. Boyang Zhang: Writing – review & editing, Supervision. Lielie Li: Writing – review & editing.

Data availability

Data will be made available on request.

Declaration of competing interest

The authors declare that they have no known competing financial interests or personal relationships that could have appeared to influence the work reported in this paper.

Acknowledgments

This research was funded by the National Natural Science Foundation of China (Nos. 52004098, U24B2041, and 52274079), the Key Research and Development Program of Henan Province (No. 251111320400), the Key Research Project Plan for Higher Education Institutions in Henan Province (Nos. 24A570006 and 25A570002), the Scientific and Technological Research Project in Henan Province (No. 242102320061). The author gratefully acknowledges Yingying Guo, M.S., from the College of Veterinary Medicine, Henan Agricultural University, for her helpful language assistance with this work.

Supplementary materials

Supplementary data to this article can befound online at https://doi.org/10.1016/j.ijmst.2025.12.006.

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