扶壁式挡墙变形加固处理设计  

Reinforcement Design of Counterfort Retaining Wall Deformation

作　　者：王大群[1] 田阳辉[1] 

机构地区：[1]中交第二公路勘察设计研究院有限公司,武汉430056

出　　处：《交通科技》2015年第3期91-94,共4页Transportation Science & Technology

摘　　要：挡墙变形开裂是工程中较常见问题,文中通过对某软基路段高填扶壁式挡墙变形开裂加固处理设计,从加强前期观测,分析其产生的原因,到有针对性地提出加固处理方案。通过计算和综合对比,优化设计方案,取得了良好的工程效果。Deformation of retaining wall cracking is a common problem in engineering,based on a soft foundation section of high fill wall deformation and cracking reinforcement design,from strengthening the early observation,the analysis of its causes is performed to put forward the reinforcement treat-ment plan,through calculation and synthesis of the ratio,the design is optimized,and good engineer-ing effect is achieved,which provides a reference for similar engineering treatment.

关 键 词：挡墙 变形 加固 泡沫混凝土 

分 类 号：TU476.4[建筑科学—结构工程]