| 钢筋砼空心截面抗滑桩的研究 |
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| 引用本文： | 刘小渝,赵勇,林新.钢筋砼空心截面抗滑桩的研究[J].重庆交通学院学报,2006,25(3):59-61,64. |
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| 作者姓名： | 刘小渝 赵勇 林新 |
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| 作者单位： | 重庆交通学院土木建筑学院 重庆400074 |
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| 摘 要： | 笔者针对单根的抗滑桩,对空心截面和实心截面抗滑桩进行了力学性能的对比分析,对空心截面抗滑桩的钢筋用量进行了经济评价.并通过对桩-边坡的有限元模拟分析,得出空心截面抗滑桩不仅能满足抗滑结构要求,而且节省材料是一种较为经济的截面形式,为今后空心截面抗滑桩的设计提供一种新的思路.
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| 关 键 词： | 空心截面抗滑桩 力学性能 经济评价 有限元分析 |
| 文章编号： | 1001-716X（2006）03-0059-03 |
| 收稿时间： | 2005-03-09 |
| 修稿时间： | 2005-03-092005-05-12 |
Study on the hollow anti-sliding pries of reinforced concrete |
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| LIU Xiao-yu, ZHAO Yong, LIN Xin.Study on the hollow anti-sliding pries of reinforced concrete[J].Journal of Chongqing Jiaotong University,2006,25(3):59-61,64. |
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| Authors: | LIU Xiao-yu ZHAO Yong LIN Xin |
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| Abstract: | In this paper,the hollow anti-sliding pile is brought forward as a new structural form in single anti-sliding pile field.By the finite element analysis,the stress and displacement of the piles are got on the basis of satisfying the structural request.It is gratified that concrete and steel can be quite saved in the design by using the hollow anti-sliding pile.In consequence,using the new form of piles is economic and cost-effective. |
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| Keywords: | hollow anti-sliding piles capability of mechanics evaluation of economy finite element analysis |
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