摘要
以某热电联产项目的开挖边坡为例,根据现场地形、地貌调研、室内测试、数理统计、地质分析与判断等,采取锚索格构梁和坡面排水措施,利用理正岩土软件计算下滑力,并以此为基础进行锚索格构梁设计计算。实施后,边坡稳定,可为同类工程设计提供一定参考。
In this paper, the excavation slope ofa cogeneration project as an example, according to the site topography, investigation, laboratory test and mathematical statistics, geological analysis and judgment, take the anchor lattice beam and slope drainage measures, the sliding force calculation using Lizheng geotechnical software, and as a basis for anchor lattice beam design. After implementation, the slide sloped is stable, which may serve as a reference for similar projects.
出处
《工程建设与设计》
2016年第12期187-189,193,共4页
Construction & Design for Engineering
关键词
边坡
稳定性分析
锚索格构梁
slope
analyses of stability
anchor cable lattice beam