摘要
应用邓肯等人提出的E-K模型,计算分析了可行性研究阶段所推荐的中包水电站钢筋混凝土面板堆石坝的应力应变情况,并对堆石坝的稳定性做出了评价。结合所推荐的坝体剖面分别就材料分区及其材料的力学特性等方面的问题提出了一些看法,为中包水电站面板堆石坝的初步设计提供了理论依据。
This paper calculates the stress and strain of CFRD of Zhonbao power station with Duncan's E-K model to assess it's stability,studies the problems on material zoning of CFRD and influences of the zoning material parameters on CFRD working characteristics. The conclutions will be significant for the design of CFRD of Zhongbao power station.
