期刊论文详细信息
Proceedings of the International Conference on Coastal Engineering | |
STABILITY ANALYSIS FOR A RUBBLE-MOUND FOUNDATION THROUGH IRREGULAR WAVE TEST | |
Masato Yamamoto1  Tsutomu Asakawa1  | |
[1] Hydraulic Laboratory, Nippon Tetrapod Co., Ltd. | |
关键词: irregular wave; breakwater; breakwater stability; rubble mound breakwater; | |
DOI : 10.9753/icce.v18.%p | |
学科分类:建筑学 | |
来源: Coastal Engineering Research Council | |
【 摘 要 】
Irregular wave tests have been conducted to research into the stability characteristics of armor units for a rubble foundation of a composite breakwater. A cover layer to protect the rubble foundation from erosion had two layers of tetrapods. Waves higher than H]_/]_Q (the average height of the highest 10% of all waves) caused damage to armor units at the point of critical stability. This suggested that wave height changes in the surf zone should be taken into consideration for design purpose.
【 授权许可】
Unknown
【 预 览 】
Files | Size | Format | View |
---|---|---|---|
RO201912020439569ZK.pdf | 202KB | download |