摘要
描述了沉入式整体大圆筒结构的工作介质与变形受力状态的自身特征 ,在此基础上 ,分析了抗倾计算中的三种受力状态。
The feature of working substances and stressing patterns of submerged large-diameter quay wall is described and the thress stressing patterns in calculation against overturning is analyzed.
出处
《水道港口》
2001年第2期95-96,99,共3页
Journal of Waterway and Harbor