摘要
针对某岩质边坡,综合利用定性分析、工程类比分析及定量计算方法,对其稳定性进行研究。通过定性分析确定边坡的可能破坏模式,通过定量计算表明当坡率为1:0.75时,坡高80 m的边坡,其稳定性是较好的。所得结论对边坡的设计具有重要的指导作用。
A rock slope has been analysised in this paper with qualitative analysis, the engineering analogy and quantitative analysis method integratedly. Through the qualitative analysis the possible failure mode of slope have been determined,through quantitative calculation it has been shown that when the slope ratio is 1 ： 0.75,80 m slope slope high, the stability is good. Then the the design of the slope has been instructed by those results.
出处
《建筑技术开发》
2013年第4期23-27,共5页
Building Technology Development
关键词
岩质边坡
稳定性
定性分析
工程类比
定量计算
rock slope
stability
qualitative analysis
engineering anlogy
qualitative calculation
