摘要
根据对天津港高桩码头岸坡现状的调查 ,利用REAME程序分析了泥沙淤积对码头岸坡整体稳定性的影响。
Based on the investigation of the bank slope conditions of the open type pier on piles in Tianjin Port, the effect of sediment deposition on the whole bank stability of open type pier on piles is analyzed by using the program “REAME”.
出处
《水道港口》
2000年第2期20-24,共5页
Journal of Waterway and Harbor
基金
天津港务局资助项目
关键词
码头岸坡
泥沙淤积
变形临界值
岸坡稳定
bank slope of wharf
sediment deposition
critical value of deformation
bank stability
