某路堑高边坡滑坡治理工程实践
详细信息 本馆镜像全文    |  推荐本文 | | 获取馆网全文
摘要
介绍了某城市环路桩号1K+360-1K+560路堑高边坡滑坡治理的设计概况和综合治理方案。本治理工程中采用了预应力抗滑桩和压力分散型锚索等结构,结合边坡地表排水、坡体排水、坡面植被防护等综合防护措施,达到了安全可靠、经济合理的目的。本文对类似工程有一定的借鉴作用。
In this paper,the design method and compressive managing scheme in treatment of landslide for Road cut high slope from 1K+360~1K+560 in a city hoop road are introduced.Prestressed anti-slide pile and prestressed anchor cable with dispersive pressure are used in the project,combining the side sloe pe earth's surface water discharge,the ascent body water discharge,and the vegetation protecting in fave of slope...etc,it's safety,credibility,economy and reasonable.This paper definitely draws lessons to the similar engineering.
引文
[1]李功伯,谢建清.滑坡稳定性分析与工程治理.地震出版社,1997
    [2]GB50330-2002建筑边坡工程技术规范.中国建筑工业出版社,2002
    [3]苏自约,阎莫明,徐祯祥.岩土锚固技术与工程应用.人民交通出版社,2004
    [4]JTG D30-2004公路路基设计规范.人民交通出版社,2005

版权所有:© 2023 中国地质图书馆 中国地质调查局地学文献中心