拦河堰深厚砂石地基围封防渗设计
Seepage prevention design of deep sand foundation of sluice
张祥 1张生太2
作者信息
- 1. 安徽省水利水电勘测设计研究总院股份有限公司,安徽合肥 230088
- 2. 扬州市勘测设计研究院有限公司,江苏扬州 225007
- 折叠
摘要
通过采用混凝土截渗墙围封、水泥土换填等防渗措施,运用改进阻力系数法及Autobank软件对水闸的渗流稳定进行对比分析计算,得出水闸防渗设计成果,可供类似工程参考.
Abstract
By adopting anti-seepage measures such as concrete cutoff wall enclosure and cement-soil replace-ment,and using the improved resistance coefficient method and Autobank software to conduct comparative a-nalysis and calculation of the seepage stability of the sluice,the results of the seepage prevention design of the sluice are obtained,which can be referred to for similar projects.
关键词
深厚砂基/渗流计算/截渗墙/改进阻力系数法/Autobank软件Key words
deep sand base/seepage calculation/seepage cutting wall/improved drag coefficient method/Auto-bank software引用本文复制引用
出版年
2024
NETL
NSTL
万方数据