摘要
针对广东西部沿海高速公路(阳江段)桥梁锥坡裙墙的倾覆现象,以广义库仑土压力理论为基础,具体结合设计、施工及现场地质情况等因素进行受力分析,找出原因,提出建议.
In this paper,in view of the overturn ing of the awl slope shirt walls in hig hway(Yangjiang' s section)along the coast of the west Guangdong,based on generalize d Coulomb ' s theory.I combining the design,con struction,and the site geological c onditions,etc.with practice,find out the reason of the accidents ,and put forward the su ggestion in dealing with this phenom enon.
出处
《重庆交通学院学报》
2003年第B12期89-92,共4页
Journal of Chongqing Jiaotong University
关键词
锥坡裙墙
倾覆
主动土压力
广义库仑土压力理论
awl slope shirt wall
overturn
active earth pressure
general Coulomb's theory