Prediction Model of Failure Zone in Roadway Sidewall considering the Lithologic Effect of Rock Formation

Abstract

Coal seam damage area and its stress distribution law in roadway with medium thickness or extrathick coal seam are important issues for understanding the instability mechanism of roadway surrounding rock in weakly cemented soft rock strata in western China. Firstly, a variable parameter microelement analysis model is established based on the assumption of a plane stress integrating with the coal seam-rock’s interface and the rock formation on both sides; moreover, a formula is established by the strain compatibility relationship to express the state of stress in rock bodies on both sides of the interface. Then, a method for calculating the stress limit equilibrium zone width of the coal side and regional stress distribution is presented, which considers the coupling effect of the coal side-rock formation and is based on the loose medium limit equilibrium theory. Finally, the validity of the model is verified through a comparison with previous research and by being applied to an engineering example. The results show the following: (1) the interface adhesion effect results in an abrupt change of the stress state of both the rock formation and coal seam and is related to their deformation parameters; i.e., there is a coupling effect; (2) the limit equilibrium zone width is not only related to the buried depth of the roadway, excavated coal seam thickness, coal seam strength parameters, stress concentration factor, lateral pressure coefficient, and supporting strength of the side of the roadway, but it also has an effect on the aforementioned coupling effect; (3) due to the roof-coal seam-floor comprehensive structural effect, the model presented in this paper is applicable to both the coal seam failure and the failure along the coal seam-rock’s interface.

Roof Cutting Parameters Design for Gob-Side Entry in Deep Coal Mine: A Case Study

“…The main features are that the surrounding rock has a large deformation, high deformation speed, long deformation duration, and rheological characteristics. Hence, maintenance of the gob-side entry becomes extremely difficult, and large deformation and failure accidents occur occasionally [14][15][16][17][18].Many theoretical studies and field practices on GER technology under deep mining conditions have been completed, and three major advancements should be considered. First, the surrounding rock deformation characteristics and failure evolution law of deep GER are revealed under various geological conditions [19][20][21][22][23].…”

“…The main features are that the surrounding rock has a large deformation, high deformation speed, long deformation duration, and rheological characteristics. Hence, maintenance of the gob-side entry becomes extremely difficult, and large deformation and failure accidents occur occasionally [14][15][16][17][18].…”

Study on the Permeability of Weakly Cemented Sandstones

“…However, natural fractures are coarse to varying degrees, whose widths always change under external loading, thereby inducing the change of permeability coefficient. Existing research results demonstrate that the deformation of fracture surfaces under loading is a major cause of the variation of permeability coefficient [25][26][27][28][29][30][31], while the permeability of rock heavily depends on the fracture properties. Therefore, stress effect and the change of fracture width should be taken into overall consideration in the calculation of permeability coefficient.…”

2D Semimodel of Full‐Section Anchorage in Thick Soft Rock Roadway

“…After excavation, the surrounding rock only has a short period of self-stabilization, which can easily lead to engineering accidents or disasters such as surface subsidence, ground cracking, landslide, big fall roof, serious floor heave. So, it brings great hidden trouble to the energy development, geotechnical engineering construction, and environmental management in Western China [1][2][3].…”