中文核心期刊
CSCD来源期刊
中国科技核心期刊
RCCSE中国核心学术期刊

重庆交通大学学报(自然科学版) ›› 2003, Vol. 22 ›› Issue (增刊1): 89-92.

• • 上一篇    下一篇

浅析锥坡裙墙的倾覆

李始刚1,唐兵2   

  1. 1.广东阳江市交通建设总公司,广东 阳江 529500;2、重庆市公路勘察设计研究院,重庆 400067
  • 收稿日期:2003-01-02 修回日期:2003-05-10 出版日期:2003-08-15 发布日期:2015-05-18
  • 作者简介:李始刚(1975—),男,广东阳江人,助理工程师,从事道路桥梁施工和监理工作

The analysis on the awl slope shirt walls

LI Shi-gang 1,TANG Bin2   

  1. 1.Guangdong Yangjiang General Corporation of Communications Constructing Engineering,Yangjiang 529500,China; 2.Chongqing Highway Survey& Design Institute,Chongqing 400067,China
  • Received:2003-01-02 Revised:2003-05-10 Online:2003-08-15 Published:2015-05-18

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.

关键词: 锥坡裙墙, 倾覆, 主动土压力, 广义库仑土压力理论

Abstract: In this paper,in view of the overturning of the awl slope shirt walls in highway(Yangjiang's section)Mong the coast of the west Guangdong,based on generalized Coulomb's theory.I combining the design, construction,and the site geological conditions,etc.with practice,find out the reason of the accidents,and put forward the suggestion in dealing with this phenomenon.

Key words: awlslopeshirtwall, overturn, activeearthpressure:generalCoulomb’stheory

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