## 1 Introduction
They also discussed the appropriate layout of roadways based on stress distribution conditions. [PERSON] et al. 's [21] simulation of the overburden movement characteristics during working face advancement revealed that tensile stress promoted the spread of numerous new fractures, lowering the strength of the rock strata and weakening the stability of the adjacent roadway. Three types of stress distribution circles, including stress decrease circles close to the mining working face, ground stress circles outside of the mining zone, and stress growth circles between the decrease and ground stress circles, were obtained by [PERSON] et al. [22] from a simulation of the multiple coal seam mining process. As the working face moved through the above desert roadway and coal pillar, [PERSON] et al. [23] and [PERSON] et al. [24] examined the features of the evolution of mining-induced stress. They came to the conclusion that the intense mining-induced stress had a substantial impact on the deformation of the nearby roadway. Karst-abrupt water numerical analysis by [PERSON] et al. [25] To examine the stability of water-resistant rock pillars, a linkage analysis between the hydro-mechanical coupling and the strength reduction approach was performed. In engineering practice, a criterion for determining the necessary width of the pillar was proposed, and the pillar's factor of safety (FOS) was established. To explore the combined seepage-damage effect in fractured rock masses, [PERSON] et al. [26] offer a dual-medium model with equal continuous and discrete fracture media. An instance of high-pressure water injection in a coal seam has been explored to show how the new model might be used and how the damage in the coal seam evolved. A series of direct shear experiments were conducted on three different types of natural rock joints, and [PERSON] et al. [27] constructed a new strength model of natural rock joints. The suggested FRC-JCS shear strength model, which can more thoroughly describe the contribution of joint surface morphological factors to shear strength, is in better accord with the experimental results when compared to the previously reported shear strength models. [PERSON] et al. [28] used field investigation techniques, laboratory experiments, and theoretical analysis to evaluate the mechanical properties and deformation control strategy of the roadway with a poorly cemented siltstone roof. The weakly cemented siltstone was discovered to be made up of coarse-grained minerals with a high degree of pore development using a scanning electron microscope. On the basis of grout reinforcement, a combined support plan is proposed. A strongly cemented siltstone roadway's surrounding rock deformation can be efficiently controlled by a support system. [PERSON] et al. [29] studied the foreheave evolution and rock bolt reinforcement technology as examples. A numerical simulation was used to study the stress-strain state and displacement of surrounding rocks. It was found that significant fjord heave was caused by nonlinear deformation of laminated immediate fjord under an increase in rock fracturing. Post-peak strain regions merge in the central part of the roadway fjord, which is the cause of uncontrolled fjord heave. [PERSON] et al. [30] revealed through numerical simulation, laboratory physical simulation, and engineering practice that the surrounding rock of the mining roadway underwent expansion deformation. The reinforcement of the roof and sidewalls redistributed the stress in the surrounding rock. The physical simulation showed that strengthening the coal seam roof and sidewalls reduced the separation of the floor and decreased floor displacement. The cable support is commonly used both in static and dynamic conditions, and the optimal design solution is still being sought to develop the support reinforcement factor, by means of which it will be possible to optimally select the support protecting the excavation against loss of stability [31,32].