公路路基是土体构筑物，含天然土地基和人工填土路堤两大部分。
Highway subgrade is soil body structure including natural earth foundation and artificial fill embankment.
本文综述了国内外在软土高填土路堤对桥台桩基作用方面的最新成果。
This dissertation summarizes the domestic and external newest achievements on the aspects of the research of high-filling embankment action for bridge pile foundation.
高填土路堤具有一系列的缺点，所以高速公路进行低路堤设计是一种必然的趋势。
The high earth filled embankment possesses a series of demerits, so the freeway low embankment design is an inexorable trend.
该分布系数的提出，为山区高填土路堤边坡的抗震稳定性分析设计，提供了可靠的依据。
The proposition of the horizontal distribution coefficient provide reliable basis for the analysis and design of high road dike in mountain area.
公路建成通车后，软基土受到的附加应力水平随即发生改变，除原来填土路堤静荷载作用外，还受行车动荷载的作用。
When road is put into use after completion, the additional stresses on the soft subgrade soil will be changed, which are composed of static stress and dynamic stress.
公路建成通车后，软基土受到的附加应力水平随即发生改变，除原来填土路堤静荷载作用外，还受行车动荷载的作用。
When road is put into use after completion, the additional stresses on the soft subgrade soil will be changed, which are composed of static stress and dynamic stress.
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