摘要
则克台堰塞湖是加郎普特滑坡地质灾害发生后形成的,严重威胁着下游则克台镇人民的生命财产安全。在分析堰塞湖的地质环境条件和成因机制的基础上,从渗透稳定性、抗冲刷稳定性和抗滑稳定性三个方面对其进行稳定性分析。结果表明:堰塞体目前处于相对稳定状态,发生整体失稳和管涌潜蚀失稳的可能性很小。在地震工况时,下游坝坡发生局部塌滑的可能性较大,但不影响坝体整体稳定,坝体可能的失稳方式为漫顶冲刷破坏。
Zeketai Landslide Dam is formed by the geological disaster caused by Jialangpute Landslide, which threatens the safety of the people＇ s lives and property of the downstream town Zeketai. Based on the analysis of the geo-environment condition and the genetic mechanism of the landslide dam, its stability is analyzed from three aspects such as seepage stability, anti-scour stability and anti-slide stability. The result shows that the body of the landslide dam is relatively stable with less possibility of o- verall unstability and subsurface erosion from piping. However, the possibility that the local collapse occurs at the downstream slope is larger, which can, nevertheless, not impact the overall stability of the dam. Therefore, the unstable mode to possibly oc- cur is the damage from overtopping erosion.
出处
《水利水电技术》
CSCD
北大核心
2015年第1期122-125,共4页
Water Resources and Hydropower Engineering
基金
国家自然科学基金项目(51268050)
国家青年科学基金项目(50908152)
关键词
堰塞湖
成因机制
渗流
抗滑
稳定性
则克台堰塞湖
新疆
landslide dam
genetic mechanism
seepage
anti-slide
stability
Zeketai Landslide Dam
Xinjiang
