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高陡路堑边坡坡顶弃渣稳定技术
引用本文:周斌良,沈仪平,龚良,刘平军.高陡路堑边坡坡顶弃渣稳定技术[J].公路交通技术,2009(4):40-44.
作者姓名:周斌良  沈仪平  龚良  刘平军
作者单位:1. 贵州省桥梁工程总公司,贵阳,550018
2. 贵州省高等级公路管理局,贵阳,550018
3. 贵州交通规划勘察设计研究院,贵阳,550018
摘    要:贵州省镇水公路K62+374~K62+500段路堑右侧上边坡拦渣墙失稳。在分析场地工程地质条件的基础上,论述钢管混凝土桩与预应力锚索的设计计算方法。采用钢管混凝土桩与预应力锚索、喷射水泥砂浆封闭坡面等综合性工程治理措施,取得了预期治理效果。

关 键 词:路堑边坡  钢管混凝土桩  预应力锚索  工程治理

Stabilizing Technique for Discarded Slags on Top of Slope of High and Steep Embankment
ZHOU Binliang,SHEN Yiping,GONG Liang,LIU Pingjun.Stabilizing Technique for Discarded Slags on Top of Slope of High and Steep Embankment[J].Technology of Highway and Transport,2009(4):40-44.
Authors:ZHOU Binliang  SHEN Yiping  GONG Liang  LIU Pingjun
Institution:ZHOU Binliang1,SEHN Yiping2,GONG Liang1,LIU Pingjun3
Abstract:Aiming at destabilization of stag retaining wall on the slope on the right hand of embankment of section K62 + 374 - K62 + 500 on Zhenning-- Shui Cheng Highway in Guizhou Province, this paper, based on the analysis for the geological conditions on project site, expatiates the design and calculation methods for steel tube concrete piles and prestressed anchors. In the paper the comprehensive project treatment measures such as steel tube concrete piles, prestressed anchors and ejection of cement mortar, etc. for enclosing the slope surface, and these measures have obtained the treatment effects as expected.
Keywords:slope of embankment  steel tube concrete pile  prestressed anchor  project treatment  
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