| 有侧限边坡支护方法研究及应用 |
| 投稿时间：2017-06-29 修订日期：2017-10-25 点此下载全文 |
| 引用本文：张华员,吴歌.有侧限边坡支护方法研究及应用[J].钻探工程,2018,45(2):73-76,92.ZHANG Hua-yuan,WU Ge. Research on Slope Lateral Confinement Method and the Application[J]. Drilling Engineering, 2018,45(2):73-76,92. |
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| 中文摘要:通过对边坡现有支护方法总结及锚索施加的预应力所产生的附加应力影响因素的系统分析，结合岩体边坡地质构造特征及附加应力分布性质研究，在确保边坡自然生态和谐环境不改变的条件下，提出了边坡有侧限支护方法，经过实施及运营等工作结果验证了该种方法的合理性，有效地防治了滑坡的产生。 |
| 中文关键词:有侧限 预应力锚杆 岩体变形 附加应力 边坡支护 |
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| Research on Slope Lateral Confinement Method and the Application |
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| Abstract:Through the summary of existing slope support methods and the analysis on additional stress influence factors of pre-stress produced by anchor cable, and combined with the geological structure characteristics of the rock mass slope and the research on additional stress distribution, under the condition of ensuring the slope ecological harmony and not changing the natural environment, slope lateral confinement method is put forward, by which, landslide is effectively prevented and controlled in the application. |
| keywords:lateral confinement pre-stress anchor rock mass deformation additional stress slope support |
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