摘要
介绍了桩承式路堤在改建桥台背后地基处理中的应用.通过研究分析,采用桩承式路堤对拓宽路基桥台背后软土地基处理,对总沉降、不均匀沉降的控制效果明显,质量可靠,可为相关工程提供参考.
Introduces the application of piled embankment to treat bridge back foundation for extending bridge.The studies demonstrate that the piled embankment has obvious effects on the treatment of soft soil foundation back the bridge for extending the bridge.Also,it is suitable for controlling total and evenless sink.The results offer reference for related engineering.
出处
《江汉大学学报（自然科学版）》
2011年第1期60-62,71,共4页
Journal of Jianghan University：Natural Science Edition
关键词
复合地基
软土地基
沉降
桩承式路堤
composite foundation
soft soil foundation
sink
piled embankment
作者简介
韩明（1979-），男，江苏射阳人，工程师，硕士，主要从事道路工程研究．
