广东水利水电Issue(5)：25-28,52,5.
某挡土墙开裂原因分析及加固方案探讨
Analysis of Cracking Causes of a Retaining Wall and Discussion on Reinforcement Schemes
摘要
Abstract
A local crack appeared on a retaining wall,and there was a trend of further development,posing a potential safety hazard.According to the calculation and analysis,the most likely reason for the deformation and cracking of the retaining wall was the poor drainage on the top of the retaining wall,which led to an increase in the water pressure behind the wall.Under the combined action of water and earth pressure and the disturbance of road vehicles,the retaining wall was partially cracked.In view of the current situation of the retaining wall,through the comparison and selection of schemes,the reinforcement scheme of"anchor rod+lattice beam"was finally determined.After calculation,the stability safety factor of the retaining wall after reinforcement with this scheme met the requirements of the specification,which could provide reference for similar projects.关键词
挡土墙/开裂/原因分析/加固/锚杆Key words
retaining wall/crack/reason analysis/reinforce/anchor rod分类
土木建筑引用本文复制引用
朱思军,陈小丹,李小龙,杜俊润..某挡土墙开裂原因分析及加固方案探讨[J].广东水利水电,2025,(5):25-28,52,5.基金项目
国家自然科学基金面上项目(编号:52078143). （编号:52078143）
