摘要
结合工程实例,对现状钢筋混凝土悬臂式挡土墙进行受力稳定分析,通过计算和比选,合理选择加固方案,为墙后填土增高1.2 m的工程需求提供了经济合理的解决方案,并取得了较好的效果。
Combined with the engineering practice,the article analyzes the stress stability of the present steel reinforced concrete cantilever retaining wall.According to the computation and comparison,the reasonable reinforcement scheme is selected in order to provide the economic and reasonable solving scheme for the engineering demand of heightening the filling by 1.2 m at the back of wall.The better effect is achieved.
出处
《城市道桥与防洪》
2015年第9期78-80,共3页
Urban Roads Bridges & Flood Control
关键词
挡土墙
悬臂式
地基承载力
抗滑稳定
retaining wall
cantilever type
bearing capacity of subgrade
anti-slip stability