摘要
在系统总结国内外常用护坡方法的基础上,提出了要将工程护坡和植被护坡相结合的思想。文章介绍了一种新的特别适用于膨胀土边坡的生态防护方法———锚杆框架梁护坡,并对这种防护的护坡原理、力学机制、施工工艺等做了较为详细的阐述。
This paper presents concepts on the combining engineering revetment and vegetation revetment based on systematic analysis of regular methods of slope protection. A new method - anchored frame beam revetment, is then introduced. Its revetment principles, mechanical mechanisms and construction procedures are discussed in detail.
出处
《工程地质学报》
CSCD
2005年第2期280-284,共5页
Journal of Engineering Geology
基金
中国科学院知识创新工程项目(项目编号:KZCX3-SW-134)
973专题(项目编号:2002CB412702)资助.