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软土深基坑逆作开挖差异隆沉控制研究
Differential displacement control of deep foundation pits in soft clay by use of top-down excavation method
【摘要】 阐述了软土深基坑逆作法中差异隆沉产生机理和影响因素。结合工程实践,介绍了控制桩墙之间、立柱桩间差异隆沉的原理方法及设计应对措施。工程现场观测和实测数据表明,通过采用加大桩长、预估分析、节点强化设计、动态化设计、信息化施工等措施,可以有效地将差异隆沉控制在规范允许的范围内,并减小差异隆沉对逆作法支撑体系的影响,保证工程安全。
【Abstract】 Based on the project practices of Shanghai Tower,the differential settlement control of deep foundation pits using top-down excavation method is introduced.As the data illustrate,the measures like estimating analysis,dynamic design,information-guided excavation are of great values in the differential displacement control,consequently they help ensure the safety of the project.
【关键词】 软土深基坑;
逆作开挖;
差异隆沉控制;
【Key words】 deep foundation pit; top-down excavation method; differential displacement control;
【Key words】 deep foundation pit; top-down excavation method; differential displacement control;
- 【文献出处】 岩土工程学报 ,Chinese Journal of Geotechnical Engineering , 编辑部邮箱 ,2012年S1期
- 【分类号】TU753
- 【被引频次】7
- 【下载频次】205