节点文献
大面积堆场逐级增高下软土地基变形特性
Deformation Properties of Soft Foundation by Progressive Increase in Large-Scale Stockyard
【摘要】 通过历时2a的现场监测,揭示了大面积堆场逐级增高情况下软土地基变形特性的规律,总结了固结沉降的规律,为软土地基的固结沉降分析计算提供依据。
【Abstract】 With the help of 2 year field monitoring, the deformation properties of soft foundation under large-scale progressive increase preloading were reveoled,and the deformation and consolidation settlement laws of soft foundation are obtained. The achieved results can provide a basis for the analysis and calculation of consolidation and settlement for soft foundation.
【关键词】 建筑垃圾;
大面积堆载;
监控量测;
变形特性;
【Key words】 Construction waste; Large-scale preloading; Monitoring; Deformation property;
【Key words】 Construction waste; Large-scale preloading; Monitoring; Deformation property;
- 【文献出处】 环境卫生工程 ,Environmental Sanitation Engineering , 编辑部邮箱 ,2006年02期
- 【分类号】TU447
- 【下载频次】52