摘要
针对一座高填土暗板桥薄壁式桥台的情况,对背墙进行了受力分析,并进行了抗弯承载力和抗剪承载力的验算,以校核背墙的构造尺寸及配筋是否满足要求。
Aiming at thin - walled abutment of slab bridge with top - fill, the paper analyzes the load bearing of abutment back, and makes checking computation of bearing capacities for bending resistance and shearing resistmace in order to examine the constructed sizes of back and if the reinforcement satisfies needs.
出处
《北方交通》
2007年第10期57-58,共2页
Northern Communications
关键词
高填土
暗板桥
薄壁式桥台
背墙
Top -fill Slab bridge with top fill Thin -walled abutment Abutment back