| 南宁地区软岩嵌岩桩的有限元计算机模拟 |
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| 引用本文： | 李婉,林育樑,陈正汉.南宁地区软岩嵌岩桩的有限元计算机模拟[J].工业建筑,2005,35(Z1):492-496. |
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| 作者姓名： | 李婉 林育樑 陈正汉 |
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| 作者单位： | 1. 后勤工程学院,军事土木工程系,重庆,400041
2. 广西大学,土木工程学院,南宁,530004 |
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| 摘 要： | 以南宁软质岩中的嵌岩桩为研究对象,借助有限元ANSYS软件的结构静力分析功能,进行了嵌岩桩的有限元计算机模拟试验。探讨了桩的长径比、嵌岩深度对嵌岩桩的荷载传递性状的影响。模拟计算结果与已有研究比较表明,用ANSYS软件模拟嵌岩桩的荷载传递性状是可行的。
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| 关 键 词： | 软岩 嵌岩桩 ANSYS 有限元分析 嵌岩深度 |
| 修稿时间： | 2004年12月1日 |
FEM COMPUTER IMITATION OF ROCK-SOCKETED PHES IN WEAK ROCK OF NANNING |
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| Li Wan,Lin Yuliang,Chen Zhenghan.FEM COMPUTER IMITATION OF ROCK-SOCKETED PHES IN WEAK ROCK OF NANNING[J].Industrial Construction,2005,35(Z1):492-496. |
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| Authors: | Li Wan Lin Yuliang Chen Zhenghan |
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| Abstract: | Taking the rock-socketed piles in weak rock in Nanning as the imitated subject, with the help of ANSYS which is a finite element software, the computer analogue test of rock-socketde piles is done. The paper also investigates the effect of rock-socketed depth, length-diameter ratio on the behavior of load transfer of rock-socketed piles. The comparisons of the results of imitation with the existing research results show that using the ANSYS to imitate the load transfer of rock-socketed piles is feasible. |
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| Keywords: | weak rock rock-socketed pile ANSYS finite element analysis rock-socketed depth |
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