| 堤防工程生态固坡浅析 |
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| 引用本文： | 姜志强,孙树林.堤防工程生态固坡浅析[J].岩石力学与工程学报,2004,23(12):2133-2136. |
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| 作者姓名： | 姜志强 孙树林 |
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| 作者单位： | 河海大学地质及岩土工程系,南京,210098 |
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| 摘 要： | 阐述了堤防工程中生态固坡技术的一般性原理，着重分析了生态固坡的岩土力学效应。参照树根桩计算的力学模式，把根系考虑为摩擦桩，根据加固后边坡中的力学平衡条件建议了深粗根加固坡体计算的本构模型。介绍了几种生态固坡新技术。
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| 关 键 词： | 堤防工程 生态固坡 本构模型 表观粘聚力 摩擦桩 |
| 文章编号： | 1000-6915(2004)12-2133-04 |
| 收稿时间： | 2003-6-10 |
| 修稿时间： | 2003-10-16 |
ANALYSIS ON ECO-SLOPE-ENGINEERING IN EMBANKMENT ENGINEERING |
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| Jiang Zhiqiang,Sun Shulin.ANALYSIS ON ECO-SLOPE-ENGINEERING IN EMBANKMENT ENGINEERING[J].Chinese Journal of Rock Mechanics and Engineering,2004,23(12):2133-2136. |
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| Authors: | Jiang Zhiqiang Sun Shulin |
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| Abstract: | General principles of eco-slope-engineering in embankment engineering are discussed. Geomechanical effects of eco-slope-engineering are analyzed especially. The roots are taken as friction piles according to the mechanical pattern of root piles,and the constitutive model for computation of the slopes strengthened by deep-thick roots is suggested based on the mechanical equilibrium conditions. Several new techniques in this field are introduced. |
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| Keywords: | embankment engineering eco-slope-engineering constitutive model apparent cohesion friction pile |
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