摘要
针对建设在高填方地基上的某加油站网架立柱在浇筑完成三个月后出现较大的沉降和倾斜变形,分析得出填土地基的自重固结和填土荷载对下卧层的压缩变形是其产生的主要原因,并提出了处理措施和建议,以确保网架立柱安全、稳定。
According to a grid column in gas station existed larger settlement and inclination deformation after pouring completed three months in the high filled foundation,analysed the self-weight consolidation and fill load of fill ground was the main causes of compression deformation of bottom layer,and put forward treatment measures and suggestions,in order to ensure the safety,stability of grid column.
出处
《山西建筑》
2012年第15期81-82,共2页
Shanxi Architecture
关键词
变形
自重固结
压缩
处理
deformation
self-weight consolidation
compression
process
