摘要
为了对古树包滑坡体的稳定性进行评价及治理方案设计,利用极限平衡法计算边坡稳定安全系数,通过Au to-CAD计算剖面,并在Geo-slop软件上建立模型,在刚体极限平衡计算模块Slope/W中得出分析结果,确定各剖面在不同工况下的稳定性。经过治理方案的比较,选择设计抗滑桩作为主要的治理措施,运用理正岩土计算软件做具体的计算和优化,得出最终的治理方案。
In order to assess the stability of Gushubao landslide and design the treatment scheme, the slop, stability safety factor was calculated by limit equilibrium method; Slope/W, the rigid limit equilibrium calculating module gave out the analysis results with the calculating profiles extracted by Auto-CAD and model set up by Geo-slop software, so the stability of all profiles under different operating conditions was confirmed. Anti-slide pile scheme was selected after comparison. The final treatment scheme was determined based on detailed calculation and optimization with the Lizheng geotechnical calculation software .
出处
《广西水利水电》
2013年第1期9-13,共5页
Guangxi Water Resources & Hydropower Engineering
关键词
滑坡
稳定分析
抗滑桩
治理
Landslide
stability analysis
anti-slide pile
treatment
