| 关于预应力锚索抗滑桩内力计算方法的讨论 |
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| 引用本文： | 黄质宏,郭建强,张建,杜斌.关于预应力锚索抗滑桩内力计算方法的讨论[J].贵州工业大学学报(自然科学版),2008,37(1):72-76. |
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| 作者姓名： | 黄质宏 郭建强 张建 杜斌 |
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| 作者单位： | 1. 贵州大学土木建筑工程学院,贵州,贵阳,550003
2. 西南交通大学土木工程学院,四川,成都,610031 |
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| 基金项目： | 贵州省教育厅自然科学基金 |
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| 摘 要： | 采用横向变形约束弹性地基梁法设计预应力锚索抗滑桩,按照变形协调原理计算锚索拉力、抗滑桩的位移和桩身内力,并将这种方法用于某一深挖路堑高边坡的预应力锚索抗滑桩工程,根据现场实测结果,讨论了该内力计算方法的合理性.
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| 关 键 词： | 预应力锚索抗滑桩 内力 计算方法 |
| 文章编号： | 1009-0193(2008)01-0072-05 |
| 修稿时间： | 2007年5月20日 |
Prestressed archoring cable with anti-sliding pile calculation of internal forces of discussion Discussion of Internal Force Calculation of Prestressed archoring cable with anti-sliding pile |
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| HUANG Zhi-hong,GUO Jian-qiang,ZHANG Jian,DU Bin.Prestressed archoring cable with anti-sliding pile calculation of internal forces of discussion Discussion of Internal Force Calculation of Prestressed archoring cable with anti-sliding pile[J].Journal of Guizhou University of Technology(Natural Science Edition),2008,37(1):72-76. |
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| Authors: | HUANG Zhi-hong GUO Jian-qiang ZHANG Jian DU Bin |
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| Institution: | HUANG Zhi-hong1,GUO Jian-qiang1,ZHANG Jian1,DU Bin2 (1.School of Civil Engineering , Architecture,Guizhou University,Guiyang 550003,China,2.School of Civil Engineering,Southwest Jiaotong University,Chendu 610031,China) |
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| Abstract: | In the construction process of a highway deep road cut slope,it was reinforced by means of anti-sliding piles and pre-stressed anchorages,in the course of construction and operation,long term monitoring of anti-sliding piles and prestressed anchorages was carried out.The monitoring information was analyzed and fed back in time.the influence factors of landslide deformation were researched and the deformation tread was predicted.It has been proved that the observed data can correctly reflect the deformation ... |
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| Keywords: | prestressed archoring cable with anti-sliding pile internal force calculation method |
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