摘要
拦路港左岸大港粮库段防汛墙因墙前泥面刷深严重,使原有防洪墙结构失稳,出现较严重的变位、倾斜。经分析墙体失稳的原因,并根据现状防洪墙的荷载情况进行稳定复核,综合考虑了应急抢险加固修复方案。
The structures of flood defense walls at the section of Da gang grain depot at lanlugang river left bank lost stability due to severe erosion of wall face, which result in serious deformations and tilts. To analyze the causes of wall instability, stability checking is implemented on the basis of current load status and emergency restoration measures are considered.
出处
《工程建设与设计》
2008年第11期98-99,共2页
Construction & Design for Engineering
关键词
重力式浆砌石挡墙
高桩结构
修复方案
cement gravity retaining wall
high stake
restoration measures