2020
DOI: 10.1155/2020/6623159
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Failure Characteristics and Control Technology of Surrounding Rock in Deep Coal Seam Roadway with Large Dip Angle under the Influence of Weak Structural Plane

Abstract: In view of the unsymmetrical large deformation and failure phenomenon that often occurs after the excavation and support of the roadway in steep seam with weak structural plane, the numerical simulation analysis and engineering application research on the deformation and failure characteristics of its surrounding rock are carried out. The results show that the key position of asymmetric deformation is near the weak structural plane and the intersection of the roadway section and the inclined direction of the r… Show more

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Cited by 10 publications
(8 citation statements)
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“…e practice shows that the asymmetric coupling support technology can not only effectively solve the problem of differential deformation of surrounding rock, but also ensure the coordinated deformation of support structure and surrounding rock, so as to improve the overall stability of the roadway, greatly reduce the repair rate of the roadway, and save the resource support cost [13][14][15][16][17][18]. e shorter sidewall was simplified as a fixed hinge support A, and the taller sidewall was simplified as a movable hinge support B.…”
Section: Stress Analysis Of Uniquely Shaped Roadwaymentioning
confidence: 99%
“…e practice shows that the asymmetric coupling support technology can not only effectively solve the problem of differential deformation of surrounding rock, but also ensure the coordinated deformation of support structure and surrounding rock, so as to improve the overall stability of the roadway, greatly reduce the repair rate of the roadway, and save the resource support cost [13][14][15][16][17][18]. e shorter sidewall was simplified as a fixed hinge support A, and the taller sidewall was simplified as a movable hinge support B.…”
Section: Stress Analysis Of Uniquely Shaped Roadwaymentioning
confidence: 99%
“…In addition, Dezhong Kong et al [ 7 , 8 , 9 , 10 , 11 , 12 , 13 , 14 ] studied the distribution law of floor stress, roof fracture distribution, and large-dip coal seam fracture modes via a similarity simulation and numerical modeling. With the consideration of the asymmetric failure mechanism of overburden, Ding Lang et al [ 15 , 16 , 17 , 18 ] proposed the stability control technology of roadway-surrounding rock. Yongping Wu, Panshi Xie et al studied the time sequence characteristics of spatial migration and the collapse of surrounding rock in stopes and the mechanism of unbalanced ore pressure [ 19 , 20 , 21 ].…”
Section: Introductionmentioning
confidence: 99%
“…Compared with a roadway in the nearly horizontal and gently inclined coal seam [2][3][4], this kind of roadway is obviously affected by mining dynamic pressure and asymmetric load, the stress distribution of surrounding rock is very complex, and the deformation difference of roof, floor, and two sides is very significant, often showing obvious asymmetric distribution characteristics [5,6]. Especially when the roof contains weak structural plane, the asymmetric deformation of roadway is more prominent [7]. If we do not fully understand the fracture evolution law and instability mechanism of surrounding rock of this kind of roadway, blindly designing support parameters and support forms, it is very easy to cause instability and damage of this kind of roadway, which will bring great hidden danger to coal mine production and personnel safety, and cause immeasurable economic losses to the country.…”
Section: Introductionmentioning
confidence: 99%