| 抗滑桩设计的简化方法 |
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| 引用本文： | 周文权,言志信,王长征,刘子振.抗滑桩设计的简化方法[J].湖南工程学院学报(自然科学版),2007,17(1):88-90. |
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| 作者姓名： | 周文权 言志信 王长征 刘子振 |
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| 作者单位： | 1. 中南林业科技大学,土建学院,湖南,长沙,410004
2. 湖南国联招标咨询有限公司,湖南,长沙,410002 |
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| 摘 要： | 通过对抗滑桩的常用设计计算方法进行比较,指出其在某些方面的不足,从而提出了抗滑桩设计的简化方法:将抗滑桩当作悬臂梁,根据力的相互作用原理,在假定滑坡推力值的作用点、作用方向以及抗滑桩截面尺寸和配筋的条件下,即可计算出桩所承受的滑坡推力值,进一步可确定边坡增加的稳定系数及其桩距,从而完成抗滑桩的整个设计.
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| 关 键 词： | 抗滑桩 相互作用 设计方法 |
| 文章编号： | 1671-119X（2007）01-0088-03 |
| 修稿时间： | 2006-07-05 |
The Simplified Design Methodology of Slide-resistant Pile |
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| ZHOU Wen-quan,YAN Zhi-xin,WANG Chang-zheng,LIU Zi-zhen.The Simplified Design Methodology of Slide-resistant Pile[J].Journal of Hunan Institute of Engineering(Natural Science Edition),2007,17(1):88-90. |
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| Authors: | ZHOU Wen-quan YAN Zhi-xin WANG Chang-zheng LIU Zi-zhen |
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| Abstract: | This article compares several methods commonly used for designing resistant-slide pile and points out their flaws in certain aspects.A simplified method is put forward:by using the resistant slide pile as cantilever beam,according to the principles of interaction and under the conditions of functional spot and functional direction of slide thrust value,the resistant-slide cross-seetion size and reinforce-ment,the slide thrust value which the pile can bear can be calculated.Meanwhile,the slope stability factor can be determined.As a resut,the whole design of resistant-slide pile is completed. |
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| Keywords: | slide-resistant pile interaction design method |
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