本文就针对多层荷载作用下高填方边坡的稳定性进行了研究。
Stability of high fill embankment slope under multi-storey loads is studied in this paper.
本文就针对多层荷载作用下高填方边坡的稳定性进行了研究。
Study on prediction model to estimate stability of high loess slope considering water content;
结合工程实践，介绍高填方路基边坡中填方路段派水设计、边坡防护设计的常用方法。
Based on the practice, it introduces the methods of design of side slope protection alongside the high fill subgrade construction.
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