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船台滑道结构有限元分析及其基桩完整性测试
引用本文:季鹏,唐耿星,张永乐.船台滑道结构有限元分析及其基桩完整性测试[J].东南大学学报(自然科学版),2001,31(3):135-137.
作者姓名:季鹏  唐耿星  张永乐
作者单位:1. 东南大学岩土工程研究所,
2. 河海大学交通学院,
3. 江苏省建筑设计研究院,
摘    要:芜湖江东船厂新建船台滑道位于有较厚软件弱土层的岸坡上,软件弱土层强度低,岸坡的变形过大将危及工程结构的安全,本文彩三维有限元对建造船体、船体上滑道、船体下水的造船一般过程中工程结构的受力与变形进行数值分析,根据计算结果求解得出结构最可能破坏位置位于水陆交界处结构基桩上部的结论,运用此方法对结构基桩的完整性进行了测试检验,并在实践中证实了数值分析的准确性。

关 键 词:船台  滑道结构  有限元  低应变  测试  基桩  完整性
文章编号:1001-0505(2001)03-0135-03

FEM Analysis on Building Berth and Chute Structure and the Low Strain Test on Its Pile Foundation
Ji Peng,Tang Gengxing,Zhang Yongle.FEM Analysis on Building Berth and Chute Structure and the Low Strain Test on Its Pile Foundation[J].Journal of Southeast University(Natural Science Edition),2001,31(3):135-137.
Authors:Ji Peng  Tang Gengxing  Zhang Yongle
Abstract:In Wuhu Jiangdong Ship Building Factory, a new building berth and chute are established on the slope with thick soft under layer. The structure is analysed by FEM method in its work stages as building ship, up to chute and sliding to water. The results show the most dangerous part in the top of foundation pile near water, which will affect its safety. Low strain integrity test showed that this part had been damaged during construction.
Keywords:building berth  chute  FEM  low strain test
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