摘要
本文结合潮州枢纽可研设计对大型水闸软基提出的处理方案进行了初步探讨,对搅拌桩的承载力、复合地基承载力等计算出了结果,对搅拌桩的布置及对水闸抗滑稳定的影响提出了探讨意见。
The paper discusses the treatment scheme of soft foundation for large gate combining the feasibility study, gives the computing result of bearing capacity for mixing pile and composite foundation, puts forward the suggestion for mixing pile disposition and stability against sliding.
出处
《吉林水利》
2002年第6期6-8,共3页
Jilin Water Resources
关键词
大型水闸
软弱地基
复合地基
承载力
large gate
soft foundation
bearing capacity
stability
