摘要
对长江大堤常用的实体护岸及固脚技术进行了原型效果观测与分析,综述了前人研究的成果.针对实体护岸技术进行了概化模型试验,研究了岸脚淘刷机理,提出了护岸固脚设计的原则意见,通过比较、筛选,推荐了较佳的护岸固脚型式,为今后护岸工程提供了依据.
This paper stated the previous achievement of the solid bankpotection and strengthening the bankbase and make a prototype observation and analysis.It also conduct the generalized model experiment on the solid bankprotection technology and study the mechanism of brushing the bankbase.At last ,it put forword the principle suggestion for the design of the bankprotection and bankbase strengthening.It also recommanded the better method of the bankprotection and bankbase strengthehing.
出处
《江西水利科技》
2003年第3期125-128,132,共5页
Jiangxi Hydraulic Science & Technology
