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系混凝土块压载体软体排受力特性研究
引用本文:张为,李义天.系混凝土块压载体软体排受力特性研究[J].水运工程,2006(1):9-15.
作者姓名:张为  李义天
作者单位:武汉大学水资源与水电工程科学国家重点实验室,湖北,武汉,430072
摘    要:针对长江水深流急的特点,考虐铺设过程中动水压力对软体排受力的影响,对系混凝土块压载体软体排在沉放过程中的受力情况进行分析。建立了采用各种铺排方式时软体排受力计算公式,并将计算结果与现场测试结果进行了对比。结果显示:理论计算与现场测量结果吻合较好,相对误差仅为4%左右。

关 键 词:长江  混凝土块  压载体  软体排  受力分析
文章编号:1002-4972(2006)01-0009-06
收稿时间:2005-07-18
修稿时间:2005-07-18

On Stress Characteristics of Flexible Mattress with Concrete Ballast
ZHANG Wei,LI Yi-tian.On Stress Characteristics of Flexible Mattress with Concrete Ballast[J].Port & Waterway Engineering,2006(1):9-15.
Authors:ZHANG Wei  LI Yi-tian
Institution:State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan University, Wuhan 430072, China
Abstract:In light of the characteristics of the Yangtze River of deep water and swift current, and under consideration of the influences of dynamic water pressure on the stress of flexible mattress during sinking, this paper analyzes the stress on flexible mattress with concrete ballast, based on which, the calculation formulae ibr the stress on flexible mattress in different ways of laying are established. The theoretical calculation result by the formulae is in good agreement with the field data, and the relative error is only around 4%.
Keywords:the Yangtze River  concrete block  ballast  flexible mattress  stress analysis
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