Study on the Evolution Characteristics of Two-Zone Failure Mode of the Overburden Strata under Shallow Buried Thick Seam Mining

There are risks of water burst and sand inrush in the working face of the Northwest Mining Area in China. Based on the 22407 working face of Halagou coal mine, the evolution characteristics and mechanism of a two-zone failure mode of the overburden strata in shallow buried thick seam mining were thoroughly analysed using physical modelling, theoretical analysis, on-site observation, and other research methods. A method to calculate the overburden fissure width was also proposed. The analysis results indicated that the evolution of a two-zone failure mode of the overburden strata mainly includes four stages: gestation, formation, transformation, and stabilization. In the transformation stage, a fracture zone is transformed into a caving zone. The caving zone and fracture zone are separately transferred to the working face direction based on the structure type of key strata of voussoir beam and cantilever beam after the heights of the two zones stabilize, and the “two-belt” cracks are mainly composed of inclined and horizontal fissures. Based on this study, the mechanism of the two-zone failure mode of overburden strata development was analysed according to the mining height and overburden strata key layer structure. This paper serves as a guide for safe and green mining on shallow buried thick seams.

[1]  Fan Li-mi,et al.  Characteristics of ground fissure development in high intensity mining area of shallow seam in Yushenfu coal field , 2015 .

[2]  Lucas Holden,et al.  Application of 3D laser scanner, optical transducers and digital image processing techniques in physical modelling of mining-related strata movement , 2015 .

[3]  Zhou Lin Calculation Formula of "Two-zone" Height of Overlying Strata and Its Adaptability Analysis , 2011 .

[4]  Jun Zhao,et al.  In situ investigations into overburden failures of a super-thick coal seam for longwall top coal caving , 2015 .

[5]  Wang Zhi-qian Method of division and engineering use of “three band”in the stope again , 2013 .

[6]  D. P. Adhikary,et al.  Modelling of Longwall Mining-Induced Strata Permeability Change , 2014, Rock Mechanics and Rock Engineering.

[7]  Zhang Wen-zhong Study of Downward Crack Closing of Clay Aquiclude in Shallowly Buried Coal Seam , 2010 .

[8]  Miao Xie-xing,et al.  Green Technique in Coal Mining , 2003 .

[9]  Wang Xiao-zhen,et al.  New method to predict the height of fractured water-conducting zone by location of key strata , 2012 .

[10]  Hongyuan Liu,et al.  A zoning model for coal mining - induced strata movement based on microseismic monitoring , 2017 .

[11]  Wang Zhigang,et al.  EFFECTS OF PRIMARY KEY STRATUM LOCATION ON HEIGHT OF WATER FLOWING FRACTURE ZONE , 2009 .

[12]  Ju Jinfeng,et al.  STRUCTURAL MORPHOLOGY OF KEY STRATUM AND ITS INFLUENCE ON STRATA BEHAVIORS IN FULLY-MECHANIZED FACE WITH SUPER-LARGE MINING HEIGHT , 2011 .

[13]  Wang Wen-xu Closure effect of mining-induced fractures under sand aquifers and prediction of overburden failure due to re-mining , 2013 .