作　　者： ; (艾剑峰）; (瞿岳前）;

机构地区： 浙江大学

出　　处： 《山西建筑》 2008年第26期132-133,共2页

摘　　要： 指出水库运营造成的库水位升降是引发库区滑坡的主要因素,提出研究稳定性计算中考虑地下水的思路,举例渗流场类型,通过理论及工程实例分析了水库水位涨落效应,及各种情况下边坡的渗流场类型。 The paper points out that the water level fluctuation caused by the reservoir running is the main factor of the landslide in the reservoir area, puts forward the thinking that the groundwater should be considered in the study of the stability calculation such as the type of the seepage field, analyzes the water level fluctuation and the type of the seepage field through the theory and engineering example under various cases.

关 键 词： 地下水 边坡稳定性 影响

领　　域： [建筑科学] [建筑科学]