在山区高等级公路建设中，经常会遇到土石混填的路堤，如何保证其施工质量是施工中不易解决的问题。
It is not easy to assure the construction quality when the highway is constructing in the stage of soil-stone embankment in hithy areas.
通过对K49+185、K63+200两个工点的分析设计，介绍了一种适合山区高等级公路高边坡稳定性分析及防护设计的电算方法。
Through analysis and designing of K49+185 and K63+200, introduces a electricity designing method for stability analysis and protecting design.
随着高等级公路建设在山区的开展，不可避免地会遇到桥头高填路基问题。
With the construction of highway developing in the mountains, high filling embankment behind abutment will be inevitably encountered.
在山区修建高等级公路，不可避免会遇到大量的高填路堤，高填路堤已成为路基的主要结构型式之一。
To construct high grade road in the mountainous area will meet the high filled embankment inevitably, the high filled embankment has become one main structure form of the roadbed.
由于深挖高填造成填方高度过大，高填方路基沉降逐渐成为山区修建高等级公路迫切需要解决的问题。
As deep digging and high filling, settlement calculation of high subgrade has been gradually becoming a key problem in the building of high class highway in mountain areas.
在山区建设高等级公路，不可避免会遇到大量的高陡路堑边坡。
Construct the high grade highway in the mountain area, we can't avoid meeting many high and steep cutting slope.
在山区建设高等级公路，不可避免会遇到大量的高陡路堑边坡。
Construct the high grade highway in the mountain area, we can't avoid meeting many high and steep cutting slope.
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