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西南山区高等级公路层状岩质边坡失稳判据研究
引用本文:刘宏力,刘品,陈华兴. 西南山区高等级公路层状岩质边坡失稳判据研究[J]. 水运科技信息, 2010, 0(5): 42-45
作者姓名:刘宏力  刘品  陈华兴
作者单位:贵州省交通规划勘察设计研究院,贵阳550001
摘    要:结合对西南山区高速公路的109个边坡实例统计分析,得出层状边坡失稳与边坡岩性,岩层的倾角、厚度及边坡坡脚和坡高的关系。分析岩层倾角的大小与边坡失稳的关系,得出岩层倾角大小与边坡失稳的关系,运用极限平衡等理论,推导不同岩性边坡失稳的极限高度计算公式,通过实例证明了公式的可靠性。

关 键 词:边坡  顺层边坡  反向边坡  失稳判据

Study of the Failure Criteria of High-grade Highway Layered Rock Slope at Southwest Mountainous Area
LiuHongli,Liu Pin,Chen Huaxing. Study of the Failure Criteria of High-grade Highway Layered Rock Slope at Southwest Mountainous Area[J]. Transportation Science & Technology, 2010, 0(5): 42-45
Authors:LiuHongli  Liu Pin  Chen Huaxing
Affiliation:(Guizhou Communication Planning and Surveying Design Institute,Guiyang 550001,China)
Abstract:Considering statistical analysis about 109slope example of expressway at southwest mountainous area in china,the paper obtained the relation between the failure of the layered slope and lithology character of the slope,the rock layer inclination angle,thickness,the slope toe and the slope height.It also analyzed the relation between rock layer inclination angle and the failure of the layered slope and obtained the relation.Using limiting equilibrium theory and so on,the paper derivate ultimate altitude formula of the failure of different lithology,and the formula were proved by examples.
Keywords:slope  bedding slope  anti-dip bedding slope  failure criteria
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