摘要
采用多元坐标系分析方法,阐述了土钉支护软土边坡的加固机理实验及其结论。
The testing study is made on the reinforcement mechanism of soil nailing support for soft clay slope. The testing result is analysed and conclusion is made by using the method of the multi-element coordinate system.
出处
《岩石力学与工程学报》
EI
CAS
CSCD
北大核心
2002年第3期429-433,共5页
Chinese Journal of Rock Mechanics and Engineering
基金
国家人民防空委员会资助重点科研项目(R99-101)。
关键词
软土
土钉
边坡
加固
实验
soft clay,soil nailing support,reinforcement mechanism,study
