| 平原地区公路梁桥桩基承载力分析 |
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| 引用本文： | 李之达,胡荣,郭国华.平原地区公路梁桥桩基承载力分析[J].交通科技,2010(1):17-19. |
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| 作者姓名： | 李之达 胡荣 郭国华 |
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| 作者单位： | 1. 武汉理工大学交通学院,武汉,430063
2. 湖北省浠水县公路局,浠水,438200 |
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| 摘 要： | 结合某公路桥梁设计,利用数值方法对平原(厚冲击层)地区钻孔桩承载力进行了分析。利用相关地质资料,结合数值方法,通过桩土相互作用分析,获得桩侧阻力,进而确定桩的竖向承载力。
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| 关 键 词： | 厚冲击层 单桩承载力 有限元 |
Bearing Capacity Analysis of Highway Bridge Pile Foundation in Plains |
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| Li Zhida,Hu Rong,Guo Guohua.Bearing Capacity Analysis of Highway Bridge Pile Foundation in Plains[J].Transportation Science & Technology,2010(1):17-19. |
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| Authors: | Li Zhida Hu Rong Guo Guohua |
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| Institution: | Li Zhida1,Hu Rong1,Guo Guohua2 (1.College of Traffic,Wuhan University of Technology,Wuhan 430063,China)(2.Xishui Highway Bureau of Hubei,Xishui 438200,China) |
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| Abstract: | Based on a highway bridge design,this paper analyzed bearing capacity of bored pile in the plain (Thick alluvium) region by numerical methods.It is feasible that through the pile-soil interaction analysis by using relevant geological data,combining numerical methods,to obtain pile lateral resistance and the vertical bearing capacity of piles. |
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| Keywords: | thick alluvium single pile bearing capacity finite element |
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