特殊地层条件下井壁破裂机理与防治技术的研究（之一）  

Fracture Mechanism of Shaft Lining under Special Strata Condition and the Technique Preventing the Shaft from Fracturing (Part One)

作　　者：杨维好[1] 崔广心[1] 周国庆[1] 李毅 陈先德[1] 吕恒林[1] 孟以猛 祝嘉庸 虞咸祥 

机构地区：[1]中国矿业大学建筑工程学院,大屯煤电公司

出　　处：《中国矿业大学学报》1996年第4期1-5,共5页Journal of China University of Mining & Technology

摘　　要：研究了表土段立井井壁的破裂情况；通过模拟试验，首次探讨了井壁破裂的机理；继而研究了竖直附加力沿深度的变化规律、竖直附加力与影响因素间的关系；指出了井壁破裂防治技术的路线和方向。Fracture accidents of vertical shaft lining in aquifer are introduced. Fracture mechanism of the shaft lining is obtained for the first time by modelling tests. Relationships between vertical additional force and depth as well as other influence factors are studied. Methods for preventing the shaft lining constructed in special strata from fracturing are suggested.

关 键 词：井壁破裂 附加力 模拟试验 防治技术 地层 

分 类 号：TD265.33[矿业工程—矿井建设]