拦河堰深厚砂石地基围封防渗设计  

Seepage prevention design of deep sand foundation of sluice

作　　者：张祥 张生太 ZHANG Xiang;ZHANG Shengtai(Anhui Survey&Design Institute of Water Resources&Hydropower Co.,Ltd.,Hefei 230088,China;Yangzhou Survey Design Research Institute Co.,Ltd,Yangzhou 225007,China)

机构地区：[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

出　　处：《安徽水利水电职业技术学院学报》2024年第3期18-23,共6页Journal of Anhui Technical College of Water Resources and Hydroelectric Power

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。By adopting anti-seepage measures such as concrete cutoff wall enclosure and cement-soil replacement,and using the improved resistance coefficient method and Autobank software to conduct comparative analysis 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 

分 类 号：TV223.4[水利工程—水工结构工程]