| 边坡各向异性与预应力锚索抗滑桩的相互作用 |
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| 引用本文： | 周猛.边坡各向异性与预应力锚索抗滑桩的相互作用[J].山西建筑,2007,33(2):119-120. |
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| 作者姓名： | 周猛 |
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| 作者单位： | 中铁二十五局集团有限公司,广东,广州,510600 |
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| 摘 要： | 从横观各向同性理论出发,通过单轴压缩试验,对边坡岩石的各向异性参数进行了测定,并用数值模拟了边坡各向异性对预应力锚索抗滑桩受力的影响,为各向异性岩石边坡的桩锚支护研究提供了一些有价值的参考信息。
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| 关 键 词： | 边坡 各向异性 预应力锚索抗滑桩 |
| 文章编号： | 1009-6825（2007）02-0119-02 |
| 修稿时间： | 2006-06-30 |
Interacting between the side slope aeolotropism and prestressed anchor wire anti-side pile |
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| ZHOU Meng.Interacting between the side slope aeolotropism and prestressed anchor wire anti-side pile[J].Shanxi Architecture,2007,33(2):119-120. |
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| Authors: | ZHOU Meng |
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| Abstract: | It determines the aeolotropism parameters of side slope rock through isotropy theory and single axle compression test,and does numerical simulation on the influence of prestressed anchor wire anti-side pile stress condition generating by side slope aeolotropism,which will supply some valued reference information to the pile anchor supporting research on the aeolotropism side slope of rock. |
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| Keywords: | side slope aeolotropism prestressed anchor wire anti-side pile |
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