According to Qidong Mine -500 m weak broken floor in transport stone door and high stress of serious floor heave phenomenon, through implementing certain depth of rock bolting reinforcement, so the consolidation as a whole, with the top to form a uniform load structure,floor remained intact without significant deformation by more than 2 years displacement observation.
苏卫东. 高应力软岩巷道底板锚注加固治理技术[J]. 煤炭与化工, 2013, 36(4): 64-65.
SU Wei-dong. Anchor of floor heave of high stress soft rock tunnel excavation on strengthening governance technology. CCI, 2013, 36(4): 64-65.