| 岩体各向异性与预应力锚索抗滑桩相互作用的数值模拟分析 |
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| 引用本文： | 李世稳,王亚奇,梁锴.岩体各向异性与预应力锚索抗滑桩相互作用的数值模拟分析[J].山东交通学院学报,2007,15(4):38-42. |
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| 作者姓名： | 李世稳 王亚奇 梁锴 |
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| 作者单位： | 1. 中国房地产开发集团,平顶山公司,河南,平顶山,467000
2. 中南大学,土木建筑学院,湖南,长沙,410075 |
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| 摘 要： | 从横观各向同性理论出发，数值模拟岩体各向异性对预应力锚索抗滑桩受力的影响，探讨了岩层的方向性、抗滑桩长度和预应力锚索安装角的变化对预应力锚索抗滑桩受力的影响。
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| 关 键 词： | 横观各向同性 预应力锚索抗滑桩 数值分析 |
| 文章编号： | 1672-0032（2007）04-0038-05 |
| 收稿时间： | 2007-05-30 |
| 修稿时间： | 2007年5月30日 |
Numerical Simulation and Analysis of Interaction between Anisotropic Rock and Anti-Slide Pile with Pre-Stressed Ancho |
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| LI Shi-wen,WANG Ya-qi,LIANG Kai.Numerical Simulation and Analysis of Interaction between Anisotropic Rock and Anti-Slide Pile with Pre-Stressed Ancho[J].JOURNAL OF SHANDONG JIAOTONG UNIVERSITY,2007,15(4):38-42. |
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| Authors: | LI Shi-wen WANG Ya-qi LIANG Kai |
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| Institution: | 1. Pindingshan Branch, China National Real Estate Development Group, Pingdingshan 467000, China; 2. School of Civil Engineering and Architecture, Central South University, Changsha 410075, China |
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| Abstract: | Based on transversely isotropic theory, influences of anisotropic rock upon the force of anti-slide pile with prestressed anchor cable are digitally simulated. The influence of the change of rock stratum strike, the length of anti-slide pile and angle of prestressed anchor cable on the force of anti-slide pile with prestressed anchor cable are discussed. |
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| Keywords: | transversely anisotropic anti-slide pile with pre-stressed anchor cable numerical analysis |
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