路基工程Issue(3)：117-120,4.DOI:10.13379/j.issn.1003-8825.2017.03.23
锚杆长度对千枚岩边坡稳定性的影响研究
Study on Impact of Anchor Length on Stability of Phyllite Slope
摘要
Abstract
In this paper,simulation analysis is performed for the stability of phyllite slope reinforced by anchors and unreinforced one by FLAC3D,and the relationship between anchor length and reinforcement effect is studied.The results show that Phyllite reduces slope stability and after reinforcing by anchors,the potential sliding surface of phyllite slope moved to the depths;the reinforcement effect does not vary with the anchor length,the anchor has economic length,and if the economic length is exceeded,increase of the anchor length cannot further improve the slope stabity.关键词
千枚岩/边坡/稳定性/锚杆/加固Key words
phyllite/slope/stability/anchor/reinforcement分类
建筑与水利引用本文复制引用
张嘉伟,朱洪威,王占棋,裘友强..锚杆长度对千枚岩边坡稳定性的影响研究[J].路基工程,2017,(3):117-120,4.基金项目
国家自然科学基金(51304057) （51304057）
中央高校基本科研业务费资助项目(2012HGQC0023) （2012HGQC0023）
