摘要
从地质学角度对顺层岩质边坡的稳定性影响因素和破坏机制进行分析,采用界限平衡法基本理论推导出顺层边坡临界高度的计算式,并对实际工程中的顺层边坡临界高度进行计算分析,计算结果与实际情况吻合较好。
From the aspect of geology,the influencing factors and failure mechanism of bedding rock slope is analyzed.The calculation formula of critical height of bedding slope is educed applying the fundamental theory of bound balance method.The critical height of bedding slope of an actual engineering is calculated and analyzed through adopting the method,the result is in agreement with the practical states.
出处
《交通标准化》
2010年第17期63-66,共4页
Communications Standardization
关键词
顺层边坡
临界高度
稳定性分析
破坏机制
综合治理
预应力锚索
bedding slope
critical height
stability analysis
failure mechanism
comprehensive treatment
prestressed cable
