摘要
分析了斜井在较长距离含水砂层施工中存在的问题,简述了采用倾斜导向旋喷桩预支护的施工工艺,掘进过程中采用分台阶施工配合井点降水法顺利通过含水砂层的方法,施工过程的安全性得到了提高。
Inclined shaft passes through a long distance of water--bearing sandy ground while in the t paper analyzes various of problems existing in constructions and introduces the construction technique grouting pile pre-- support, sub-- steps construction combined with well point dewatering method cross smoothly water--bearing sandy ground, which improves the safety of construction. opsoil, the of slant jet be used to
出处
《江西煤炭科技》
2012年第4期33-35,共3页
Jiangxi Coal Science & Technology
关键词
斜井
含水砂层
旋喷桩
井点降水
inclined shaft
water-- bearing sandy ground
jet grouting Pile
well point dewatering