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。
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.
出处
《岩土力学》
EI
CAS
CSCD
北大核心
2003年第3期359-362,共4页
Rock and Soil Mechanics
