摘要
根据武汉绕城高速公路膨胀土边坡生态防护失稳破坏现象,在分析生态边坡3种滑动破坏类型的基础上,分别对各种滑动破坏形式,采用了简便易行、安全可靠的加固处理措施。观测结果显示,加固效果良好。
According to the failure modes of ecological protection of expansive soil slope in some expressways,the treatment method to all kinds of failure slopes is presented,based on analysis of three failure models of ecological slope.The measuring results after construction show the treatment effect is good.
出处
《岩石力学与工程学报》
EI
CAS
CSCD
北大核心
2006年第z2期4040-4045,共6页
Chinese Journal of Rock Mechanics and Engineering
关键词
岩土工程
高速公路
膨胀土边坡
生态防护
破坏形式
加固处理
geotechnical engineering
expressway
expansive soil slope
ecological protection
failure mode
treatment
