摘要
文章对轻型井点降水在粉(砂)性土河道基坑工程加固及降排水的应用分析基础上,结合河道工程地质条件及现场试验,通过增加降深的方式把半封闭型降水优化为敞开型降水方式,经试验验证,满足要求。
Based on the analysis of the application of light well point dewatering in foundation pit reinforcement of silty(sandy)soil,combined with river engineering,geological conditions and field test,the semi closed dewatering is optimized to open foundation pit dewatering by increasing drawdown.Through the example verification,the ideal effect is obtained.
作者
王红军
WANG Hong-jun(Engineering Survey and Research Institute of Anhui Survey and Design Institute of Water Resources and Hydropower Co.Ltd,Bengbu 233000,China)
出处
《安徽水利水电职业技术学院学报》
2021年第3期1-3,共3页
Journal of Anhui Technical College of Water Resources and Hydroelectric Power
关键词
河道护岸
基坑开挖
轻型井点
优化
light well point dewatering
river bank protection
foundation pit excavation
optimization
