| 土质滑坡中抗滑短桩水平位移ANSYS分析 |
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| 引用本文： | 雷用,郑颖人.土质滑坡中抗滑短桩水平位移ANSYS分析[J].地下空间与工程学报,2006,2(5):828-833,838. |
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| 作者姓名： | 雷用 郑颖人 |
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| 作者单位： | 后勤工程学院军事建筑工程系,重庆,400041 |
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| 摘 要： | 采用通过ISO9000认证的ANSYS软件，对土质滑坡中超大直径抗滑短桩桩身3个代表部位的变形进行计算与分析，得出了两点认识：第一，在滑坡治理中，让桩出现“大变形”的设计是极其经济的；第二，以桩受压区边缘的变形最大，将其作为超大直径抗滑短桩的变形是合适的，这对于抗滑桩变形监测的布点具有重要指导意义。
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| 关 键 词： | 滑坡 抗滑短桩 水平变形 |
| 文章编号： | 1673-0836（2006）05-0828-06 |
| 收稿时间： | 2006-03-06 |
| 修稿时间： | 2006-03-06 |
ANSYS Analysis on Horizontal Deformation of Short Anti-sliding Pile in Soil Landslide |
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| LEI Yong,ZHENG Ying-ren.ANSYS Analysis on Horizontal Deformation of Short Anti-sliding Pile in Soil Landslide[J].Chinese Journal of Underground Space and Engineering,2006,2(5):828-833,838. |
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| Authors: | LEI Yong ZHENG Ying-ren |
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| Affiliation: | Department of Architectural Engineering, Logistical Engineering University of PLA ,Chongqing 400041, China |
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| Abstract: | Adopting ANSYS software attested by ISO 9000,in this paper, the horizontal deformation of three typical places on the super large diameter anti-pile is calculated and analyzed. Two understandings have been obtained, first, the design of pile with large deformation is extremely economical and second, the largest deformation of pile is located at the pressed edge and to take the deformation of pile at this place as deformation of super large diameter anti-pile is suitable. This conclusion has important guide significance for fixing the points in inspection of pile deformation. |
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| Keywords: | sliding short anti- sliding pile horizontal deformation |
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