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投稿时间:2012-12-20 修订日期:2013-03-04
投稿时间:2012-12-20 修订日期:2013-03-04
中文摘要: 为了生态加固及防护土质边坡,提高边坡抵抗较深层滑动的能力,研发了一个根系-拉索-石笼网共同作用的生态护坡系统。工作机理为:浅层滑坡体推动柔性石笼网挡墙前倾,乔灌木根系的抗拔力通过拉索约束住挡墙的位移,从而使坡脚土体由受剪为主改为受压为主。通过数值分析,探讨了将边坡的乔灌木根系的抗拔与石笼网柔性挡墙的变形自适应相结合,联合作用加固挡墙基底以上坡土的可行性。分析结果表明:通过镀锌过塑拉索与根系的联合作用可以有效地限制和减少土坡和柔性石笼网挡墙的渐进变形,从而维持土坡的稳定。
Abstract:Bioengineering stabilization of slope is restricted to shallow slope soil beneath slope surface 1 meter, therefore root reinforcement can In order to improve the stability of slope, root-cable-gabion net flexible system is developed to control progressive deformation of slope, i.e., when flexible gabion net retaining wall is pushed forward by slope soil, steel cable linked between trees and the wall will pull root system, while root system is an anchorage. Therefore slope soil at foot is compressed rather than in shear and progressive deformation of slope and flexible retaining wall is constrained. Mechanical and finite element analyses are performed on the root-cable-gabion net system adaptively stabilized slope. The results show that due to the flexibility of gabion net retaining wall, root-cable-gabion net system can effectively limit and reduce the progressive deformation of slope and maintain the slope stable.
文章编号:201201169 中图分类号: 文献标志码:
基金项目:国家基础研究重大项目基金
作者 | 单位 | |
曾子* | 四川大学 | 351767971@qq.com |
Author Name | Affiliation | |
Zeng Zi | 351767971@qq.com |
作者简介:
引用文本:
曾子.基于乔灌木根系加固及柔性石笼网挡墙变形自适应的生态护坡[J].工程科学与技术,2013,45(Z1):63-66.
Zeng Zi.Bioengineering Stabilization of Slope via Root-cable-gabion net Flexible System[J].Advanced Engineering Sciences,2013,45(Z1):63-66.
引用文本:
曾子.基于乔灌木根系加固及柔性石笼网挡墙变形自适应的生态护坡[J].工程科学与技术,2013,45(Z1):63-66.
Zeng Zi.Bioengineering Stabilization of Slope via Root-cable-gabion net Flexible System[J].Advanced Engineering Sciences,2013,45(Z1):63-66.