摘要
将作者关于直墙建筑抛石基础稳定块重的计算方法推广应用于重力墩结构的抛石基础,经验证符合较好。
In this paper the authors' method used for the calculation of stable rubble weight of rubble foundation for vertical walls is suggested to be used also in the case of rubble-mound foundation design for gravity cylin- der structures. It is indicated that the results given by this method agree well with the authors' model test data.
出处
《海岸工程》
北大核心
1990年第2期15-19,共5页
Coastal Engineering
