(1. School of Mines，China University of Mining and Technology，Xuzhou，Jiangsu 221116，China；2. Key Laboratory of Deep
Coal Resources Mining of Ministry of Education，China University of Mining and Technology，Xuzhou，Jiangsu 221116，
China；3. Hunan Key Laboratory of Safe Mining Techniques of Coal Mines，Hunan University of Science
and Technology，Xiangtan，Hunan 411201，China)
Abstract：Based on the gob-side entry retaining reparation engineering of first coal mining face in Zhuji mine around 900 m underground，deformation，stress and structure state of roadway surrounding rock before reparation were analyzed by field measurement and theoretical method；the conception of“critical structure between instability and stability”of gob-side entry retaining reparation was proposed；reasonable repairing time and construction process were determined；initiative-passive collaborative supporting system was concluded. Research result was applied to the gob-side entry retaining reparation engineering in Zhuji mine successfully. The results of ground pressure monitoring show that the deformation of this repaired roadway is controlled effectively；and all indices satisfy the requirements of next mining face.
康红普，牛多龙，张 镇，等. 深部沿空留巷围岩变形特征与支护技术[J]. 岩石力学与工程学报，2010，29(10)：1 978-1 987(KANG Hongpu，NIU Duolong，ZHANG Zhen，et al. Deformation characteristics of surrounding rock and supporting technology of gob-side entry retaining in deep coal mine[J]. Chinese Journal of Rock Mechanics and Engineering，2010，29(10)：1 978-1 987.(in Chinese))
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2014, Vol. 33 
