摘要
阐述了多头小口径深层搅拌桩截渗技术在堤防基础处理中工程适用地质条件及施工工艺 。
The paper introduced a cutting seepage technique for the multiple head small caliber deep layer stirring pile in handling with dike foundation,suitable geological condition and construction technique,the problem should be paid more attention to engineering in practice and the theory of prevent seepage wall is formed.
出处
《黑龙江水专学报》
2000年第3期68-69,共2页
Journal of Heilongjiang Hydraulic Engineering College
关键词
深层搅拌桩
截渗
堤防
基础处理
防渗墙
multiple head small caliber
cutting seepage technique
dike
handling with dike foundation
