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新疆则克台堰塞湖稳定性分析

Stability analysis on Zeketai Landslide Dam in Xinjiang

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【作者】 刘毅程建军苟忠民马恩帅

【Author】 LIU Yi;CHENG Jianjun;GOU Zhongmin;MA Enshuai;College of Water Resources and Architectural Engineering,Shihezi University;Xinjiang Northwest Geotechnical Engineering Consulting Co. ,Ltd.;

【机构】 石河子大学水利建筑工程学院新疆西北岩土工程咨询有限公司

【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。

【Abstract】 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 overall 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 occur is the damage from overtopping erosion.

【基金】 国家自然科学基金项目(51268050);国家青年科学基金项目(50908152)
  • 【文献出处】 水利水电技术 ,Water Resources and Hydropower Engineering , 编辑部邮箱 ,2015年01期
  • 【分类号】P642.2
  • 【被引频次】1
  • 【下载频次】67
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