Effect of Design Parameters of Supporting Structure on the Energy Evolution Characteristic of Surrounding Rock  
[PERSON]  
School of Resource Environment and Safety Engineering, University of South China, Hengyang 421001, China; [EMAIL_ADDRESS] (Y.C. ); [EMAIL_ADDRESS] (Q.D. ); [EMAIL_ADDRESS] (Q.D. ); [EMAIL_ADDRESS] (B.D.) [PERSON]  
School of Resource Environment and Safety Engineering, University of South China, Hengyang 421001, China; [EMAIL_ADDRESS] (Y.C. ); [EMAIL_ADDRESS] (Q.D. ); [EMAIL_ADDRESS] (Q.D. ); [EMAIL_ADDRESS] (B.D.) [PERSON]  
Correspondence: [EMAIL_ADDRESS] and [PERSON]  
School of Resource Environment and Safety Engineering, University of South China, Hengyang 421001, China; [EMAIL_ADDRESS] (Y.C. ); [EMAIL_ADDRESS] (Q.D. Scholars have carried out a series of studies on the EEC of the surrounding rock. [PERSON] et al. [18] calculated the stability of the elastic-plastic and rheological state of the rock mass and analyzed the energy dissipation (ED) characteristics during the excavation process based on an example from the Three Gorges Project in China. [PERSON] et al. [19] used the damage evolution equation to describe the variation law of the damage variable and its associated generalized thermodynamic force-damage energy release rate from a macroscopic perspective, and further revealed the internal mechanism of ED during rock deformation and failure through the study of mesoscopic damage mechanics. They then established a macro-meso-micro scale coupling rock mechanics system based on damage evolution and ED. [PERSON] et al. [20] carried out an acoustic emission (AE) monitoring experiment of roadway rockburst under biaxial loading, analyzed the macro failure characteristics of roadway rockburst process, and conducted a comparative study with the on-site rockburst occurrence process, and finally obtained the accumulation and release laws of energy and time effect laws of rockburst in the macro-damage process. Using Particle Flow Code (PFC), [PERSON] et al. [21] obtained the macroscopic stress field and full-section deformation dynamic evolution curves of the surrounding rock in a semicircular arch roadway (mudstone), revealed the AE characteristics and EEC of the roadway excavation, and explored the influence of vertical stress and lateral pressure coefficients on EEC. [PERSON] et al. [22; 23] conducted tests on rock specimens with different crack distribution angles using a Split Hopkinson Pressure Bar (SHPB); they found that the ED was positively correlated with the dynamic strength, and established a damage variable model for describing the damage evolution of granite under dynamic and static loading. [PERSON] et al. [24], through PFC2D simulation tests, found that when the coal is destroyed, the hard top plate will produce a rebound \"energy supply\" phenomenon. They then analyzed the effect of rock strength on the EEC of coal-rock combination, studied the EEC of the roadway perimeter rock under different roof strength, and preliminarily established the roadway perimeter rock zoned energy storage model. [PERSON] et al. [25] analyzed the transfer and dissipation of ESE in the surrounding rock of a deep roadway by considering the strain-softening and expand properties of the rock mass. [PERSON] et al. [26; 27] studied the influence of in situ stress value, joint angle, and joint spacing on tunnel rockburst under deep buried strong dynamic disturbance, and discussed the failure zone, deformation process, and stress change of surrounding rock, the velocity  
Figure 1: Keyword contribution map. of the damaged rock mass, and kinetic energy of failure under different schemes. Table 1 provides an incomplete summary of recent studies on the energy evolution characteristics (EEC) of surrounding rock. In recent years, the field of geotechnical engineering has witnessed the rapid integration of artificial intelligence (AI) and machine learning (ML), especially in the field of data mining and predictive modeling. [PERSON] et al.