| 液化场地桩基抗震设计现状 |
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| 引用本文： | 胡建新,张力,唐光武,魏春莉.液化场地桩基抗震设计现状[J].世界桥梁,2008(1):14-18. |
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| 作者姓名： | 胡建新 张力 唐光武 魏春莉 |
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| 作者单位： | 1. 重庆交通大学,重庆,400074;重庆交通科研设计院,重庆,400067
2. 重庆交通科研设计院,重庆,400067 |
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| 摘 要： | 简述地震作用下液化场地桩基震害情况,主要归纳总结和比较国内外规范中液化场地桩基抗震设计方法。针对各国规范特点提出液化场地桩基抗震设计中的若干问题,简述可以采用的研究路线。
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| 关 键 词： | 桩基础 液化 抗震设计 |
| 文章编号： | 1671-7767(2008)01-0014-04 |
| 修稿时间： | 2007年8月2日 |
Current Status of Seismic Resistance Design of Pile Foundations in Liquefaction Ground |
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| HU Jian-xin,ZHANG Li,TANG Guang-wu,WEI Chun-li.Current Status of Seismic Resistance Design of Pile Foundations in Liquefaction Ground[J].World Bridges,2008(1):14-18. |
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| Authors: | HU Jian-xin ZHANG Li TANG Guang-wu WEI Chun-li |
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| Abstract: | In this paper,the situations of seismic damages to pile foundations in liquefaction ground under the action of earthquake are briefly described and the seismic resistance design methods for the foundations as provided in the specifications of China and foreign countries are mainly summarized and compared.In accordance with the characteristics of the specifications of different countries,several issues in relation to the seismic resistance design of the pile foundations are put forward and the research paths that can be taken are pointed out as well. |
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| Keywords: | pile foundation liquefaction seismic resistance design |
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