摘要
针对重庆首创鸿恩寺建筑密集,边坡形态超长、超高以及地质复杂、地势陡峭、岩质复杂的施工环境,通过重力式挡墙分阶、基坑内排水、基坑外排水、调整锚索角度、地表排水、边坡内部泄水、挡墙设伸缩缝、封闭凹岩腔等方式提高边坡稳定,且保证安全施工。
In view of the construction environment of building density,ultra-long slope shape,ultra-high height,geological complexity, steep terrain and complex rock quality in Chongqing Shouchuang Hongensi. Slope stability can be improved by means of gravity retaining wall steps, drainage in foundation excavation,adjustment of anchor cable angle,surface drainage,internal drainage in slope,expansion joints in retaining wall,and sealing concave rock cavity,and ensure safe construction.
作者
吴殿昌
李智轩
王一凡
罗丁
向国涛
WU Dianchang;LI Zhixuan;WANG Yifan;LUO Ding;XlANG Guotao(China Construction Second Engineering Bureau Co. , Ltd. , Beijing 100010, China)
出处
《施工技术》
CAS
2018年第11期83-87,共5页
Construction Technology
基金
中国建筑第二工程局有限公司科技研发课题(CSCEC2B-2015-K-05)
关键词
地基基础
复杂地质
密集建筑
边坡
支护
施工技术
foundations
complex geology
dense construction
slope
supports
construction