Deep mining stress increase and thick hard rock layer endowment drive rock body fissure expansion, leading to sudden fracture of the roof plate accidents. The roof slab of 11,129 working face in Zhangji Mine is a 16 m thick sandstone composite roof slab, whose compressive strength reaches 89.8 MPa. The hardness of the roof slab is high, its bearing capacity is high, and it is difficult to collapse. The hardness of the roof plate is high, its bearing capacity is high, and it is difficult to fall. If the roof plate does not fall in time, it will lead to the energy accumulation of itself, and the sudden fracture and fall will make the working face and the two roadways show the drastic mine pressure, which will lead to the risk of the coal wall appearing the slice of gangs, the roof falling and the pressure frame. Therefore, for the 11,129 working face thick hard sandstone roof plate direct cover and mining technology conditions. It is very necessary and imperative to research the artificial roof release technology of deep hole pre-cracking blasting to improve the adventitious fall of the thick hard roof plate, reduce the overhanging roof area of the mining hollow area, and reduce the incoming pressure strength of the roof plate. This paper adopts the research method combining theory, physical experiment, numerical simulation and field test, focusing on research and analysis of the deflection change of the roof plate after pre-cracking and blasting, the relationship between the roof plate and the role of the bracket, and the effect of artificial blasting to release the roof. The results show that the theoretical part deduces and analyzes the relationship equation of the influence of the rotating and sinking of the roof plate on the pressure of the support, and combined with the law of the roof plate-support action can be divided into three stages: (1) Initial stage of mining, (2) Rotating and sinking stage, and (3) Breakdown and fragmentation stage. The deep stress increase and the rock layer's own characteristics (hardness and thickness) are the main controlling factors to determine the bearing capacity of the stent. As the depth of coal mining increases, the pressure at the minimum roof control distance of the stent gradually increases from 11.5 to 34.6 MPa. The increase of rock hardness relatively reduces the force acting on the stent, and the stent bearing capacity decreases by 75% when the hardness increases from 8 to 32 GPa. The 11,129 engineering geological parameters are brought into the calculation to obtain the pressure in the stent control distance of 13.5–20.5 MPa. The simulation part analyzes the stress relief degree of the roof plate before and after the roof blasting, and the peak stress in front of the coal wall is reduced from 46.7 to 30.9 MPa, which is an obvious effect of pressure relief, and the simulation results are analyzed in comparison with the theoretical results to validate the reliability of the simulation results. Further, the physical similarity experiments were conducted to analyze the deformation behavior of mining instability and crack evolution characteristics of the overburden rock of the quarry after cutting the roof, and the peak stress of the coal wall was in the range of 22.7–27.8 MPa after the blasting decompression, which was mutually verified with the theoretical analysis and the simulation results to ensure the reliability of the calculation results. Combined with the geological conditions of the mine area, the "fan-shaped" blasting hole arrangement is proposed to carry out segmental blasting, and the specific parameters of different locations of the holes are given. The effect of pre-cracking blasting was examined, and it was found that the rock mass at the hole opening had a high degree of fragmentation, and the ring and strike cracks appeared alternately in the middle and lower part of the drilling holes, and the polygonal energy slit played a very effective role, and achieved the purpose of artificially releasing the roof. At the same time, it is improved the load-bearing environment of the mining support, which further improves the safety and efficiency production of the coal mine.

Multiseam longwall mining‐induced strata deformation and fracture propagation patterns are different from those of single‐seam mining. This difference is due to interaction of the caved zones as a result of longwall mining activity at different coal seams, which severely impacts formation of subsidence and permeability of the strata after multiseam mining. Understanding this phenomenon is of great importance in order to predict the multiseam subsidence reliably, evaluate the risk of water inrush and take suitable preventive measures, and determine suitable locations for placing gas drainage boreholes. In this study, scaled physical modelling techniques are utilised to investigate strata deformation, fracture propagation characteristics, and vertical subsidence above multiseam longwall panels. The results show that magnitude of the incremental multiseam subsidence increases significantly after multiseam extraction in comparison with single‐seam mining. This increase occurs to different extent depending on the multiseam mining configuration. In addition, interstrata fractures above the abutment areas of the overlapping panels propagate further towards the ground surface in multiseam extractions compared with single‐seam extractions. These fractures increase the risk of water inrush in presence of underground/surface water and create highly permeable areas suitable for placing gas drainage boreholes.

Setting time and mechanical properties are key metrics needed to assess the properties of municipal solid waste incineration (MSWI) bottom ash alkali-activated samples. This study investigated the solidification law, polymerization, and strength development mechanism in response to NaOH and liquid sodium silicate addition. Scanning electron microscopy and X-ray diffraction were used to identify the formation rules of polymerization products and the mechanism of the underlying polymerization reaction under different excitation conditions. The results identify a strongly alkaline environment as the key factor for the dissolution of active substances as well as for the formation of polymerization products. The self-condensation reaction of liquid sodium silicate in the supersaturated state (caused by the loss of free water) is the major reason for the rapid coagulation of alkali-activated samples. The combination of both NaOH and liquid sodium silicate achieves the optimal effect, because they play a compatible coupling role.

The problem of strong ground pressure caused by thick and hard roofs in coal mine stopes has become more prominent. Blasting roof cutting and pressure relief are effective technical ways to solve this engineering problem. The key to achieving roof cutting and pressure relief is the evolution and penetration of cracks between blasting roof cutting holes in a mining stress environment. To solve this problem, research on the evolution of cracks between blasting roof cutting holes in a mining stress environment is being conducted. Along with specific engineering examples, the mechanical effect of blasting dynamic load in the surrounding rock medium between holes in a mining stress environment is analyzed using the research methods of field investigation, blasting simulation, and mechanical analysis. The fracture evolution law between blasting roof cutting holes under the conditions of different hole diameters and spacings, confining pressure environments, and rock mass strengths is analyzed using the univariate comparative analysis method. The research shows that the superposition effect of blasting dynamic load between adjacent blastholes in the transmission process leads to the “X” type penetration evolution of surrounding rock fracture area and fracture area between blastholes. Among them, the blasting effect of a hole diameter of 70 mm and a hole spacing of 0.8 m is best. When designing the blasting roof cutting scheme, we should pay attention to the key factors such as hole diameter and hole spacing. The hole spacing is particularly critical to the effect of roof cutting and crack formation, whereas the confining pressure and rock mass strength have little impact on the expansion and development of blasting cracks, which can be listed as secondary factors for comprehensive analysis in design. According to the transmission law of blasting dynamic load between holes, the critical criterion of blasting top clearance penetration under mining stress environment is deduced. Four important factors affecting blasting top cutting effect are simulated and studied for optimizing the design of roof cutting scheme. Practical engineering application results show that the blasting roof cutting scheme achieves a good seam- forming effect and creates good initial conditions for thick and hard roof cutting. It can serve as a reference for the decision making of blasting top caving technology under similar engineering conditions.

A dynamic coupled elastoplastic damage model for rock-like materials is proposed. The model takes unified strength theory as the strength criterion. To characterize the different damage between compression and tension, two damage variables both in compression and in tension are introduced into the model. The former is represented by the generalized shear plastic strain and volumetric plastic strain and the latter is expressed with the generalized shear plastic strain. Furthermore, the model takes the strain rate effect into account to reflect the strength enhancement under dynamic loading. Because of the difference in plastic hardening between compression and tension, a modified hardening function is adopted. At the same time, the volume strain from HJC model is modified to be consistent with one of continuum mechanics. The developed model is numerically implemented into LS-DYNA with a semi-implicit algorithm through a user-defined material interface (UMAT). The reliability and accuracy of the developed model are verified by the simulation of four basic experiments with different loading conditions. The proposed model was found to be applicable to different mechanical behaviors of rock-like materials under static and dynamic loading conditions.