摘要
基于土的塑性极限分析理论,对于墙后无黏性土体的破坏模式,通过算例对扶壁式钢筋混凝土档土墙进行了有益的探讨,并介绍了工程设计实例,为山区大挖大填区建设永久性支挡结构工程的设计积累了经验。
This article is based on theory of plasticity limit analysis of soil,failure modes of cohesionless soil after the wall,example buttress reinforced concrete retaining walls,a useful discussion.and engineering design examples,the accumulation of digging a large landfill for mountain construction of permanent retaining structures engineering design experience.
出处
《工程建设与设计》
2012年第8期145-147,共3页
Construction & Design for Engineering
关键词
扶壁式挡土墙
主动土压力
抗倾覆安全系数
buttress type bulkhead
active thrust of earth
factor of safety against overturning
