滑坡计算参数反演分析及研究——以引汉济渭工程梅子集镇移民安置点边坡为例  

Back Analysis and Research on Landslide's Calculation Parameters

作　　者：王帆[1] 宋文搏[1] 

机构地区：[1]陕西省水利电力勘测设计研究院勘察分院,陕西咸阳712000

出　　处：《资源环境与工程》2012年第5期521-524,共4页Resources Environment & Engineering

摘　　要：根据滑坡宏观变形特征确定滑坡稳定性状态,据此建立合理的反演分析模型,采用试验与反演相结合的方法确定斜坡体稳定性分析计算参数,进而实现滑坡稳定性分析与评价。以引汉济渭工程某移民安置点斜坡稳定性研究为例,探讨滑坡计算参数反演分析及稳定性分析与评价。The stability state of the landslide was determined by its deformation characteristic,according which a reasonable back analysis model could been set up,the calculation parameters for slope stability analysis was determined by testing and back analyzing,then the landslide stability analysis and evaluation can be realized.In the paper take the slope stability research of a resettlement as an example,the landslide back analysis on calculation parameters and the stability analysis and evaluation were been discussed.

关 键 词：滑坡 稳定性 传递系数法 反演分析 

分 类 号：P642.22[天文地球—工程地质学]