摘要
在目前常用的治理桥头跳车的几种软基处理的方法中,选取轻质填料处理法、土工格栅处理法和水泥搅拌桩处理法,对某地桥头台后沉降控制进行深入的分析计算比较,研究表明水泥搅拌桩处结果最好,同时还得出了一些有益的结论,可供同类工程参考.
In allusion to commonly used treatment method of soft ground, the method of fly ash, geotextile and cement agitating pile are chosen, with which the settlement and capacity are computed and analysed deeply, then compared comprehensively. It is proved that the method of cement agitating pile is the best method. Then some other valuable conclusions are also drawn, which can be reference for similar engineering.
出处
《湖南理工学院学报（自然科学版）》
CAS
2011年第4期70-73,共4页
Journal of Hunan Institute of Science and Technology(Natural Sciences)
关键词
桥台
软基
沉降
土工格栅
粉煤灰
水泥搅拌桩
abutment
embankment
settlement
geotextile
fly ash
cement agitating pile
