| 某锚索抗滑桩板墙工程补强措施及负效应初探 |
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| 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].探矿工程,2012,39(9):75-79. |
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| 作者姓名： | 和曙泉 徐国民 |
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| 作者单位： | 西南有色昆明勘测设计〈院〉股份有限公司,云南昆明650051 |
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| 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。
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| 关 键 词： | 锚索 抗滑桩板墙 应力 弯矩 桩身配筋 负效应 |
| 收稿时间： | 2012/3/19 0:00:00 |
| 修稿时间： | 2012/3/19 0:00:00 |
Discussion of Reinforcement Meassures for Anti-sliding Anchor Pile-plank Wall and Negative Effects |
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| HE Shu-quan and XU Guo-min.Discussion of Reinforcement Meassures for Anti-sliding Anchor Pile-plank Wall and Negative Effects[J].Exploration Engineering(Drilling & Tunneling),2012,39(9):75-79. |
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| Authors: | HE Shu-quan and XU Guo-min |
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| Institution: | ( Southwest Non-ferrous Kunming Investigation and Design ( Institute ) Co. , Ltd. , Kunming Yunnan 650051, China) |
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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. |
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| Keywords: | anchor anti-sliding pile-plank wall stress bending moment reinforcement for piles negative effect |
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