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浅析小直径抗滑桩+锚索支护体系设计思路
引用本文:杨朝发.浅析小直径抗滑桩+锚索支护体系设计思路[J].土工基础,2012,26(4):76-77,97.
作者姓名:杨朝发
作者单位:贵州有色地质工程勘察公司,贵阳,550005
摘    要:抗滑桩是防治滑坡的一种常用工程结构物,在我国,抗滑桩的设计已有一定的历史,但在具体设计过程中,受多年一些技术文件及工程经验的影响,其断面以2m×3m最为常见,嵌固段以1/3—1/2桩长为宜,但近年来,随着桩锚体系的发展,不断地探索抗滑桩的断面及嵌固段深度的设置,已成为了业内人士讨论的话题。现通过工程实例,详细介绍了小直径抗滑桩+锚索支护体系的适用范围、设计思路及布置原则,可供有关方参考。

关 键 词:小直径抗滑桩  锚索支护体系  设计优化

Design of Small Diameter Anti-Landslide Bored Piles with Ground Anchor System
YANG Chaofa.Design of Small Diameter Anti-Landslide Bored Piles with Ground Anchor System[J].Soie Engineering and Foundation,2012,26(4):76-77,97.
Authors:YANG Chaofa
Affiliation:YANG Chaofa (Guizhou Non-Ferrous Geological Engineering Survey and Consaltants Corporations,Guiyang,550005)
Abstract:The large diameter anti-landslide bored pile is a conventional measure in a landslide remediation design.Under the influence of various industrial design codes,technical documents,as well as construction experience,the diameters of these piles are between 2 and 3 meters with a embedment depth of 1/3 to 1/2 of the pile length below the potential slip surface.With the recent development of ground anchor systems,discussions have been raised regarding the required bored pile diameter and the embedment depth.This paper presents a case history of a remediation using small diameter anti-landslide bored piles and ground anchors.Design principles of the remediation work are also introduced.
Keywords:Small Diameter Anti-landslide Bored Piles  Ground Anchor Supporting System  Design Optimizations
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