摘要
以攀枝花机场为例论述了填方体失稳特征、机理,并对治理措施进行了研究,对治理效果进行了评价,为填方滑坡研究和预测提供了实践和理论基础,可供同类工程参考。
Taking Panzhihua airport as an example, this paper discusses the characteristics and mechanism of the instability of the filling body, and studies the control measures, evaluates the treatment effect, and provides a practical and theoretical basis for the research and prediction of the fill landslide, which can be used for reference.
引文
[1]马宁.玉树机场公路堆积层滑坡支挡结构的地震响应试验研究[D].成都:西南交通大学,2015.
[2]曹集士.攀枝花机场滑坡滑带土试验及滑坡滑动机理研究[D].成都:西南交通大学,2013.
[3]张登武.西南某机场边坡稳定性分析及综合治理研究[D].兰州:兰州交通大学,2013.