锚索桩板式挡土墙治理高边坡分析与设计
投稿时间:2019-08-15  修订日期:2020-03-18  点此下载全文
引用本文:张 飙,俞 敏.锚索桩板式挡土墙治理高边坡分析与设计[J].探矿工程(岩土钻掘工程),2020,47(6):67-72,96.
ZHANG Biao,YU Min. Analysis and design of the anchor cable pile sheet retaining wall for high slope treatment[J]. Exploration Engineering (Rock & Soil Drilling and Tunneling), 2020,47(6):67-72,96.
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作者单位E-mail
张 飙 桂林理工大学土木与建筑工程学院广西 桂林 541004 939890161@qq.com 
俞 敏 桂林理工大学土木与建筑工程学院广西 桂林 541004  
中文摘要:结合柳州市柳东新区路网截洪沟及边坡支挡工程实例,分析其中一段高差25 m的高边坡,采用极限平衡理论的折线型滑动面的传递系数法对滑坡进行稳定性评价及剩余下滑力计算,探讨三层锚索桩板式挡土墙的设计思路;分别运用滑坡推力法和库伦土压力法计算抗滑桩桩身内力,通过分析桩身内力情况,选择桩板式挡土墙的结构方案;同时介绍了挡土墙以上边坡坡面防护方案,高边坡施工期间及完工之后的监测方案和建议。
中文关键词:高边坡  抗滑桩  锚索  桩板式挡土墙  边坡稳定性
 
Analysis and design of the anchor cable pile sheet retaining wall for high slope treatment
Abstract:Taking Liudong New District of Liuzhou City as an example, the flood interception ditch and slope retaining project is introduced with analysis of a section of high slope with elevation difference of 25m. Stability evaluation and residual sliding force calculation is conducted for the landslide using the broken line sliding plane transfer coefficient method of limit equilibrium theory. Discussion is made on the design approach for the three layered anchor cable pile sheet retaining wall. The internal force of the anti slide pile body is calculated by both the landslide thrust method and the Coulomb earth pressure method with the structural plan of the pile sheet retaining wall selected through analysis of the internal force of the pile body. The slope protection plan above the retaining wall, the monitoring plan and suggestions during and after high slope construction are introduced. It provides reference for the treatment of high slope landslides in the future.
keywords:high slope  anti sliding pile  anchor cable  pile sheet retaining  slope stability
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