Abstract: Yunnan Zhaotong-Daibu highway(11contract red stone rock section K314+550一K314+700)side dopes consofidation，since geology is special，side slope is high steep，is prepared with the anchor rod of prestressing force，fight Gou protect the mixing anchor of slope and the note technology of high voltage of thick liquid firm1y structure．With G-slope software for consofidating is former and consolidate the stability of rear road moat side slope imitate and analyse，analysis result shows，adopts the method of consolidating in writing，it is betterto consolidate rear slope bndy stability，it is various to consolidate structure to form a organic whole，so，make the stability of slope body have gotten effective contro1．

Key words: fight slippery anchor, rod stake anchor, rod frame grid structural, safe coeflicient

摘要： 云南昭通一待补高速公路(11合同K314+550～K314+700)红石岩段边坡加固中，因地质特殊，边坡高陡，在 处治中采用预应力锚杆、抗滑锚杆桩、格构护坡、高压注浆等的混合式锚固结构．运用G-slol~软件对加固前和加固 后的路堑边坡的稳定性进行模拟和分析，分析结果表明，采用文中的加固方法，加固后的坡体稳定性较好，各种加 固结构组成了一个有机整体，从而使坡体的稳定性得到了有效的控制．

关键词: 抗滑锚杆桩, 锚杆, 框架网格结构, 安全系数