干旱半干旱地区压实黄土高路堤动力稳定性研究

The dynamic stability study on compacted loess high embankment of the arid and semi-arid area

选用GEO-slop软件对拟定黄土高路堤计算模型进行了地震稳定性动力时程分析,主要研究地震峰值加速度对高路堤动力安全系数的影响,同时考虑了自拟坡形与几种常见填土重度对安全系数的影响。

This article using the GEO-slop software doing the dynamic analysis to the loess high embankment earthquake stability, main research the influence of the earthquake peak value acceleration to power safety coefficient of the loess high embankment power safety coefficient, simultaneously had considered the influence of the shape of slop planed and several kind of common earth fill specific weights to the power safety coefficient.