High fill embankment foundation settlement calculations, without considering the construction process, the calculated results with field test results there is a big difference.
对高填方路堤地基的沉降计算，若不考虑施工过程，其计算结果与现场实测结果就存在很大的差别。
This dissertation summarizes the domestic and external newest achievements on the aspects of the research of high-filling embankment action for bridge pile foundation.
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。
At last, design method as well as construction craft and quality control specification of the technology of reinforcing soft loess foundation under high embankment with pile-raft system is proposed.
最后提出了桩-筏式复合地基处理软黄土地基方法及其设计与施工方法。
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