Investigation on Damage and Failure Mechanisms of Roadway Surrounding Rock Triggered by Dynamic–Static Combined Loads

Zhou, Xiao Hua; Zhang, Dongming; Nowamooz, Hossein; Jiang, Changbao; Wang, Hongzhi

doi:10.1007/s00603-022-02949-x

Cited by 10 publications

(1 citation statement)

References 40 publications

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“…Zhu et al [32] carried out simulations using RFPA software and pointed out that dynamic disturbance brought about the greater influences on the stability of underground opening with its increasing magnitude and prolonged duration, and the effects of axial static stress and dynamic stress on the damage and failure process of rock were also examined. There have been many achievements in the simulations of failure and rockburst in roadway under static-dynamic combined loads, the quasi-dynamic loads were set as sinusoidal waves in most cases and the different roles of the in situ stress, the direction of the dynamic stress, the distance between the dynamic source and the roadway, and the amplitude of the dynamic, etc., were all thoroughly discussed [33][34][35][36]. Li et al [37] proposed grain-based discrete element method (GB-DEM) modelling to explore the behaviors of fracturing and damage evolution in rock materials under dynamic loading.…”

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confidence: 99%

Simulation of the Damage and Failure Characteristics of Coal under True Triaxial Static–Dynamic Loads

Gong

2023

Minerals

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The damage evolution rules for coal under true triaxial combined static–dynamic loads are important to understand and reveal the mechanism of rockburst in coal mines. The numerical simulation was carried out using FLAC3D to explore the coupling effect of static and dynamic stress, especially the influence of dynamic load parameters. The results show that the increase in dynamic load amplitude not only makes the plastic zone grow exponentially and shortens the damage development time, but also decreases the residual strength of the coal sample, which leads to a much more violent dynamic failure. The stress wave propagation can be more stable in the coal sample with the increase in dynamic load frequency and the development time of the plastic zone also shows synchronous fluctuating features, and when the frequency is like the intrinsic frequency of the coal sample, the dynamic load has a significant stimulation effect. The static and dynamic loads have different damage effects on the coal sample under the true triaxial stress path, the weight decreases in descending order, namely the minimum principal stress, the maximum principal, the amplitude of the dynamic load and, lastly, the dynamic stress frequency, according to the entropy weight method analysis.

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