地基基础不均匀沉降事故处理分析  

Treatment analysis on the uneven settlement of foundation

作　　者：刘汉平 钟辉红 

机构地区：[1]深圳市农产品股份有限公司,广东深圳518019

出　　处：《山西建筑》2003年第11期28-29,共2页Shanxi Architecture

摘　　要：针对某大楼地基出现不均匀沉降的情况 ,分析了事故产生的原因 ,通过采取石灰桩、加大基础、加设伸缩缝等加固措施 。According to uneven settlement of the foundation of one building in this article the causing reasons is analyzed and corresponding reinforcement measures such as enlarging foundation, adding expansion joints and quicklime pile strengthening are proposed, which successfully control the uneven settlement of the building.

关 键 词：大楼 地基基础 基础不均匀沉降 石灰桩 加固 持力层厚度 伸缩缝 

分 类 号：TU471.4[建筑科学—结构工程]