The stress reduction ratio and the vertical stress distribution in the embankment fill were studied in detail.
根据试验结果，分析了应力折减系数大小和填土中的竖向应力分布特点。
The soft soil base stability must make reasonable evaluation when the embankment fill construction on the ground base of the soft soil.
在软土地基上填筑路堤时，必须对其稳定性作出合理的评价。
Through analysis, the main reasons of high fill embankment faults are unreasonable design and construction of subgrade.
通过分析指出路基设计不合理以及施工工艺不当是造成高填方路堤常见病害的主要原因。
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