摘要
针对水利工程实践中深厚软土地基处理的问题,以沿江地区大型水闸裕溪节制闸为例,介绍了管桩长短桩、水泥搅拌桩浅层截渗墙、改良褥垫层等管桩组合新型复合地基综合处理技术,解决了深厚软土地基水工建筑物沉降及水平变形控制问题。
Aiming at the deep soft soil foundation treatment during the hydraulic engineering,taking Yuxicheck gate along Yangtze River as an example,this paper introduces the new foundation treatment technique with composite pile of long-short pile,shallow cut-off wall of cement mixing pile,modified cushion and so on,which has solved the problem of settlement and horizontal deformation of hydraulic structure of soft soil foundation.
作者
李丹
LI Dan(Anhui Survey&Design Institute of Water Resources&Hydropower Co.,LTD.,Hefei 230088,China)
出处
《安徽水利水电职业技术学院学报》
2020年第2期13-16,共4页
Journal of Anhui Technical College of Water Resources and Hydroelectric Power
关键词
软土地基
管桩
改良褥垫层
水泥搅拌桩截渗墙
soft soil foundation
pipe pile
modified cushion
cut-off wall of cement mixing pile