| 抗滑桩锚固段地基侧向抗力系数KH的取值分析 |
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| 引用本文： | 董捷,刘世安,董荣书,叶明亮.抗滑桩锚固段地基侧向抗力系数KH的取值分析[J].贵州工业大学学报(自然科学版),2005,34(3):130-133. |
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| 作者姓名： | 董捷 刘世安 董荣书 叶明亮 |
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| 作者单位： | 贵州大学资源与环境工程学院,贵阳,550003 |
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| 摘 要： | 根据抗滑桩设计计算的发展现状，特别针对采用“K”法计算桩身内力的情况。作者结合岩石力学试验和岩石强度理论对抗滑桩岩质锚固段的地基侧向抗力系数KH进行分析，并根据一定的变形观测和位移反分析法来为KH的取值作一些探讨和研究。
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| 关 键 词： | 抗滑桩 “K”法 地基侧向抗力系数（KH） 锚固段 位移反分析法 |
| 文章编号： | 1009-0193(2005)03-0130-04 |
| 修稿时间： | 2004年11月8日 |
The Value Span and Analysis of Ground Lateral Resistance Factor (KH) Round Anchorage Zone of Anti-slide Pile |
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| DONG Jie,LIU Shi-an,DONG Rong-shu,YE Ming-liang.The Value Span and Analysis of Ground Lateral Resistance Factor (KH) Round Anchorage Zone of Anti-slide Pile[J].Journal of Guizhou University of Technology(Natural Science Edition),2005,34(3):130-133. |
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| Authors: | DONG Jie LIU Shi-an DONG Rong-shu YE Ming-liang |
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| Abstract: | The thesis is based on the existing theory about the design and calculation of anti-slide piles especially when engineers adopt K method for getting the endogen force of anti-slide piles. The writers analyze and determine the span of KH in anchorage zone according to the strength theory of rock mechanics and text results of rock samples. The writers also make some discussions and studies about the size of KH in the presence of deformation observations and displacement back analysis method. |
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| Keywords: | anti-slide pile K method ground lateral resistance factor (Ku) anchorage zone displacement back analysis method |
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