摘要
介绍了斜坡式防波堤砌石护面中的插砌条石和干砌块石在波浪作用下的力学图式及作用机理 ,重点给出考虑摩擦力作用时的砌石块体稳定厚度的计算公式 。
This article deals with the mechanical graphs and acting mechanism of the plug rag and placed rockfill in the block of protection of the mound breakwater affected by waves. It lays stress on the calculating formulas of the stable thickness of stone laid blocks being acted on by friction. The correctness of the fomulas is also tested by using practical engineering examples.
出处
《海洋工程》
CSCD
北大核心
2002年第2期14-18,共5页
The Ocean Engineering
关键词
砌石护面
稳定
计算公式
验证
stone facing
stabilization
calculation formula
verification