Stability of highfillembankment 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。
2
Through analysis, the main reasons of highfillembankment 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。
3
The paper analyzes and expounds in comprehensive way the mechanism of common diseases of highfillembankment, and sums up some feasible tacking measures.