| 某锚索抗滑桩板墙工程补强措施及负效应初探 |
| 投稿时间：2012-03-19 修订日期：2012-03-19 点此下载全文 |
| 引用本文：和曙泉,徐国民.某锚索抗滑桩板墙工程补强措施及负效应初探[J].钻探工程,2012,39(9):75-79.HE Shu-quan,XU Guo-min. Discussion of Reinforcement Meassures for Anti-sliding Anchor Pile-plank Wall and Negative Effects[J]. Drilling Engineering, 2012,39(9):75-79. |
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| 中文摘要:介绍了高填方边坡治理工程补强措施，针对补强措施的负效应问题进行了力学分析，从岩土及工程力学角度探讨了负效应产生的原因，并就构件安全性及负效应的控制问题提出了个人见解。 |
| 中文关键词:锚索 抗滑桩板墙 应力 弯矩 桩身配筋 负效应 |
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| Discussion of Reinforcement Meassures for Anti-sliding Anchor Pile-plank Wall and Negative Effects |
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| Abstract:The paper introduced reinforcement measures for high fill slope control project. According to the negative effects of reinforcement measures, mechanical analysis was made; the causes of negative effects were discussed in geotechnical and engineering mechanics, the personal views on components safety and negative effects control were put forward. |
| keywords:anchor anti-sliding pile-plank wall stress bending moment reinforcement for piles negative effect |
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