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土工格室用于岩石边坡植被侵蚀防护的稳定性分析
Stability analysis of geocells with vegetation used for controlling erosion of rocky slopes
【摘要】 采用在土工格室内植草的方法对岩石边坡进行冲蚀控制。基于对格室破坏模式的实践认识和理论分析,提出了格室稳定分析的计算方法,分析了边坡坡度、铆钉间距、格室深度以及土工格栅加筋对格室稳定性的影响。对格室在铺设过程中的主要问题进行探讨,得出了对设计和施工有一定指导意义的结论。
【Abstract】 The geocells with vegetation are used for controlling erosion of rocky slopes. The stability analysis method of geocell is proposed based on field experience and theoretical consideration of their failure modes. The influence facfors on stability of the geocells, such as slope angles, spacing of the fixing pins, depths of geocells and the geogrids being placed at the interface between the geocell and slope, are analyzed. The main problems in geocells installation processing are discussed. The results important to guiding design and construction are obtained.
【关键词】 土工格室;
稳定性分析;
冲蚀控制;
植被;
岩石边坡;
【Key words】 geocell; stability analysis; erosion control; vegetation; rocky slope;
【Key words】 geocell; stability analysis; erosion control; vegetation; rocky slope;
- 【文献出处】 岩土力学 ,Rock and Soil Mechanics , 编辑部邮箱 ,2003年03期
- 【分类号】U418.9
- 【被引频次】32
- 【下载频次】342