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大型涉水群桩桥基局部冲刷特性试验研究
引用本文:卢中一,高正荣.大型涉水群桩桥基局部冲刷特性试验研究[J].海洋工程,2009,27(1):70-76.
作者姓名:卢中一  高正荣
作者单位:南京水利科学研究院,水文水资源与水利工程科学国家重点实验室,江苏,南京210029
摘    要:利用正态宽水槽研究梅花形大型涉水群桩基础的局部冲刷特性,得到最大冲深、最深点位置以及桩群内垂向和顺水向的冲刷形态,并与常规形群桩布置引起的冲刷进行了试验对比.其中梅花形群桩局部冲刷的特性和试验结果在苏通长江大桥建设中得到较好地验证.

关 键 词:群桩基础  冲刷形态  桩群布置  试验研究
收稿时间:2008/5/25 0:00:00
修稿时间:2008/8/18 0:00:00

Characteristics of local scour about large-scale pile groups in water
YANG Bing,GAO Fu-ping,LI Dong-hui and WU Ying-xiang.Characteristics of local scour about large-scale pile groups in water[J].Ocean Engineering,2009,27(1):70-76.
Authors:YANG Bing  GAO Fu-ping  LI Dong-hui and WU Ying-xiang
Institution:Nanjing Hydraulic Research Institute and State Key Laboratory of Hydrology Water Resources and Hydraulic Engineering;Nanjing 210029;China
Abstract:An ortho-state flume has been adopted to research the characteristics of local scour about large-scale pile groups foundation in cinquefoil,thus obtaining maximum scour depth,location of maximal deep spot,and scour configuration vertical and parallel to current in pile groups.The results are is compared with those in general collocation.The study results of the cinquefoil pile groups have!been well adopted in construction of Su-Tong Changjiang River Bridge.
Keywords:pile groups foundation  scour pattern  collocation of pile groups  experimental research  
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