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公路高边坡的稳定性分析与处理方法
引用本文:周亦唐,任志华,费维水,杨坤华.公路高边坡的稳定性分析与处理方法[J].昆明理工大学学报(理工版),2005,30(1):48-51.
作者姓名:周亦唐  任志华  费维水  杨坤华
作者单位:昆明理工大学,建筑工程学院,云南,昆明,650224
摘    要:以云南省水普高速公路边坡稳定性分析和处理方法为对象,提出有针对性的边坡稳定性及应用加固岩土工程分析软件,考虑地震作用下山区高速公路高边坡的稳定性,最终提出工程处理的计算机分析方法。计算实例表明:该方法具有计算分析准确,工程安全可靠,快捷方便的优点,有较好的工程应用价值。

关 键 词:高边坡稳定性  岩土工程  地震作用
文章编号:1007-855X(2005)01-0048-04
修稿时间:2004年9月7日

Stability Analysis and Treatment Method of High Side Slope along Highway
ZHOU Yi-tang,REN Zhi-hua,FEI Wei-shui,YANG Kun-hua.Stability Analysis and Treatment Method of High Side Slope along Highway[J].Journal of Kunming University of Science and Technology(Natural Science Edition),2005,30(1):48-51.
Authors:ZHOU Yi-tang  REN Zhi-hua  FEI Wei-shui  YANG Kun-hua
Abstract:Based on the stability analysis and the treatment method of high side slope along normal and express ways, the analyzing software to account for the stability and application geotechnical engineering is proposed. In terms of the stability of high side slope under seismic actions, the final computer analysis method is demenstrated.The result of real case calculation indicates that this method is accurate, reliable, speedy and convenient, which is of great application value in engineering.
Keywords:stability of high side slope  geotechnical engineering  seismic action  computer analysis method
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