摘要
2011年3月2号,甘肃东乡县城发生重大地质灾害——滑坡,威胁县城2/3安全。通过对东乡县城"3.2"滑坡的现场勘察,分析了滑坡的发育特征,并对非饱和黄土进行土水特征曲线吸湿测试,运用饱和非饱和渗流理论,进行了管道漏水滑坡渗流场模拟,探讨了管道漏水引起的黄土滑坡渗流场变化规律。最后,对原始边坡与管道漏水边坡的稳定性进行了对比,认为管道漏水是滑坡发生的诱发因素。
A major geological disaster of landslide happened in Dongxiang County of Gansu Province on March 2nd, 2011, which threatened the safety of two thirds of the total population. The landslide survey was performed to analyze the development char- acteristics of landslide. The moisture absorption of soil-water characteristic curve test was conducted on the unsaturated loess, and the seepage field of landslide caused by the pipeline leakage was simulated based on the saturated and unsaturated theory. The variation of seepage field of loess landslide caused by the pipeline leakage was analyzed. Finally, the original slope stability was compared with and the slope stability caused by the pipeline leakage,which confirmed that the pipeline leakage induces loess landslide.
出处
《南水北调与水利科技》
CAS
CSCD
北大核心
2013年第2期49-51,103,共4页
South-to-North Water Transfers and Water Science & Technology
基金
国家自然科学基金"多级旋转型黄土滑坡形成机理研究"(4110264)
关键词
黄土
滑坡
非饱和渗流
强度折减
loess
landslide
unsaturated seepage
strength reduction
