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通过对某桥台高路堤工程勘察及历时一年的原位动态变形监测 ,重点阐述了粘性土直接修筑高路堤结构的变形特征、历时规律和变形稳定性 ,提出粘性土高路堤工后 3年自身变形尚未完全稳定的结论。
Through the investigation on a high embankment of a bridge abutment and the one-year in situ dynamic deformation monitoring, the deformation characteristics, duration and deformation stability of the high embankment constructed by clay directly are expounded. Its own deformation has not yet completely stable conclusion.