摘要
本文以某隧道洞口边坡为研究对象,对其进行地质勘察,在综合分析滑坡成因的基础上,对其稳定性进行定性和定量分析研究。计算结果及治理措施对类似边坡的稳定性分析及治理措施研究具有指导作用。
This paper takes the tunnel portal slope as the research object and carries on the geological investigation to it.On the basis of comprehensive analysis of the causes of landslide,the stability of the landslide is analyzed qualitatively and quantitatively.The calculation results and treatment measures can guide the research of stability analysis and treatment measures for similar slope.
出处
《中国建材科技》
2019年第5期109-110,129,共3页
China Building Materials Science & Technology
基金
甘肃省安监局科技计划项目(GAJ00002)
兰州市科技局人才创新创业项目(2017-RC-52)
关键词
隧道洞口
边坡
稳定性
治理建议
tunnel portal
slope
stability
treatment suggesitions
