摘要
结合工程案例,通过对山西黄土地区高差较大砌体墙的抗滑移验算及抗倾覆验算,验证了该工程采用的加固方案的可行性,不但为广大同类型砌体墙的施工提供了理论依据,而且为相似工程的质量问题提供了解决办法。
Integrating with engineering cases,the paper checks the anti-sliding and anti-overturning of the masonry wall in Shanxi loose region, testifies the feasibility of the reinforcement scheme adopted in the engineering,which not only provides theoretical basis for similar masonry wall construction,but also provides solving methods for similar engineering quality problems.
出处
《山西建筑》
2015年第17期68-69,共2页
Shanxi Architecture
关键词
砌体
挡土墙
抗滑移
抗倾覆
masonry
retaining wall
anti-sliding
anti-overturning