| 粒状碎屑溜砂坡树根桩固砂防护技术 |
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| 引用本文： | 王成华,徐骏,何思明,张小刚,周麟.粒状碎屑溜砂坡树根桩固砂防护技术[J].中国水土保持科学,2007,5(1):93-96. |
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| 作者姓名： | 王成华 徐骏 何思明 张小刚 周麟 |
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| 作者单位： | 1. 中国科学院成都山地灾害与环境研究所,610041,成都
2. 中国科学院成都山地灾害与环境研究所,610041,成都;中国科学院研究生院,100039,北京 |
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| 摘 要： | 粒状碎屑溜砂坡综合加固防护技术包含控制封闭砂源区、稳定砂坡体和保护砂坡脚3部分措施。从稳定砂坡体和保护砂坡脚的一般措施入手,通过野外调查和室内模型试验,探讨花管微型树根桩固砂机制、设计要点及固砂技术。
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| 关 键 词： | 粒状碎屑溜砂坡 加固防护 花管微型树根桩 |
| 修稿时间： | 2006-06-13 |
Consolidation techniques by micro-root pile |
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| Wang Chenghua,Xu Jun,He Siming,Zhang Xiaogang,Zhou Lin.Consolidation techniques by micro-root pile[J].Science of Soil and Water Conservation,2007,5(1):93-96. |
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| Authors: | Wang Chenghua Xu Jun He Siming Zhang Xiaogang Zhou Lin |
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| Institution: | 1 .Institute of Mountain Hazard and Environment (IMHE |
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| Abstract: | There are generally three ways to stabilize sand-sliding slopes composed by granular clast: controlling and blocking the sand source,stabilizing the slope and protecting the slope toe.In this paper,the techniques of consolidation by perforated pipe micro-root pile are introduced.The sand-sliding slope consolidation mechanism and design theory of perforated pipe micro-root pile was studied based on field investigation and model tests. |
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| Keywords: | sand-sliding slope composed by granular clast sand slope consolidation techniques perforated pipe micro-root pile |
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