摘要
以某高速公路K121+100^+330段碎石土滑坡为工程背景,以现场监测为基础,得到该滑坡滑动面的位置,评价滑坡的稳定性,为后期的滑坡防治提供理论依据。主要研究结论:(1)通过对监测资料的反馈分析,得到主滑段滑动面特征,为工程安全施工、运营提供可靠保证;(2)运用传递系数法研究滑坡稳定性,比较两种工况,推断暴雨是滑坡稳定性降低的重要因素。
Landslides in the existing soil and rock debris slopes are one of the major hazards in highway projects.In this paper,the subsurface hydrological and geological conditions of the landslide were introduced in details on a debris landslide at an expressway between station K121＋100and＋330.The slip surface was determined from the site monitoring data.The main evaluation results are：1）the slip surface of the landslide was able to be determined from the site monitoring data.The accurate determination of the slip surface from the monitored data is essential to the landslide mitigation construction and the safe operation of the highway.2）The landslide was evaluated with the transfer coefficient method under two extreme loading conditions.It is concluded that the heavy precipitation was the major factor that contributed to the slope failure.
出处
《土工基础》
2017年第1期25-28,共4页
Soil Engineering and Foundation
关键词
碎石土滑坡
测斜仪
变形监测
传递系数法
Debris Landslide
Inclinometers
Deformation Monitoring
Transfer Coefficient Method
