水道港口2016，Vol.37Issue(4)：325-330,6.
明基床上开孔沉箱不规则波水平力试验研究
Experimental study of horizontal forces acting on perforated caisson on rubble mound foundation under irregular waves
摘要
Abstract
Through the experiments of the interaction between waves and perforated caisson, under the condi-tion of irregular waves with rubble foundation, the relationships between the total horizontal force corresponding the moment of crest(valley) value of total vertical force and main influencing factors including the relative chamber width, the relative foundation height, the wave steepness, the relative depth and the porosity of perforated caisson have been systematically investigated. The empirical formula of these relationships has been presented and the re-sults of empirical and the experimental data show good consistency with each other.关键词
明基床/开孔沉箱/不规则波/水平力Key words
rubble mound foundation/perforated caisson/irregular wave/horizontal force分类
建筑与水利引用本文复制引用
冯延奇,孙大鹏,吴浩,行天强,夏志盛,董浩..明基床上开孔沉箱不规则波水平力试验研究[J].水道港口,2016,37(4):325-330,6.基金项目
国家自然科学基金资助项目(51279027 （）
51221961) （）
