To make a better understanding of the mechanical characteristics of the sur- rounding rocks in the tailentry and headentry with different coal seam thickness at fully mechanized top-coal caving face(FMTC face),the str...To make a better understanding of the mechanical characteristics of the sur- rounding rocks in the tailentry and headentry with different coal seam thickness at fully mechanized top-coal caving face(FMTC face),the stress transition and displacement around the periphery of the gateways with different coal thicknesses were investigated in details by means of in situ measurement and 3-D numerical simulation.The research shows that the stresses decrease in the two spallings of the headentry and floor at goaf with the increase in mining thickness.The roof pressure in the gates does not change ob- viously with the coal thickness,but the thicker the coal seam is,the farther the maximum stress will apply to the coal rib at the working face.The vertical stress is higher than the horizontal stress at two spallings of the gate,while its horizontal stress is higher than the vertical stress at the roof.The relative displacement between the roof and floor and the two spallings in the gateways increases gradually with the increase in coal seam thickness in a definite range in front of the face.Near the mining face,the stress decreases in the surrounding rock of the gates,while the deformation appears the most intensive.It is pro- posed that the support concept to the tailentry and headentry should be changed from loading control to deformation control.展开更多
基金National Natural Science Foundation(50674003)National Science and Technology Supporting Program Key Item(Eleventh Five Year Program)(2006BAK03B06)National Basic Research Program(973 Program)(2005cb221503)
文摘To make a better understanding of the mechanical characteristics of the sur- rounding rocks in the tailentry and headentry with different coal seam thickness at fully mechanized top-coal caving face(FMTC face),the stress transition and displacement around the periphery of the gateways with different coal thicknesses were investigated in details by means of in situ measurement and 3-D numerical simulation.The research shows that the stresses decrease in the two spallings of the headentry and floor at goaf with the increase in mining thickness.The roof pressure in the gates does not change ob- viously with the coal thickness,but the thicker the coal seam is,the farther the maximum stress will apply to the coal rib at the working face.The vertical stress is higher than the horizontal stress at two spallings of the gate,while its horizontal stress is higher than the vertical stress at the roof.The relative displacement between the roof and floor and the two spallings in the gateways increases gradually with the increase in coal seam thickness in a definite range in front of the face.Near the mining face,the stress decreases in the surrounding rock of the gates,while the deformation appears the most intensive.It is pro- posed that the support concept to the tailentry and headentry should be changed from loading control to deformation control.
