强夯法在曹妃甸矿石三期新吹填地基中的应用  

Application of Dynamic Compaction in New Ground Reclamation of Caofeidian Ore Terminal Phase-3 Project

作　　者：郑启明[1] 朱平[1] 

机构地区：[1]天津大学建筑工程学院,天津300072

出　　处：《港工技术》2016年第2期84-87,共4页Port Engineering Technology

摘　　要：本文结合曹妃甸矿石三期新吹填地基处理的实例,通过试验区的试夯和试验过程中的监测及施工完成后的检测结果综合分析,得出可以指导大面积施工的强夯施工参数,使地基处理达到最佳效果,也可为类似工程的地基处理设计和施工提供参考。This paper takes new Ground Reclamation of Cao Feidian ore third phase Project as a case. To start with try ramming, monitoring during the process of test, and testing after completion of construction, then the results of monitoring and testing are synthetically analyzed to gain dynamic compaction parameters of guiding the large-scale construction, so that ground treatment could achieve the best effects. In the end, the conclusion obtained by analysis of the actual project, can provide reference for Ground Treatment design and construction process of similar projects.

关 键 词：强夯法 新吹填地基 地基加固 

分 类 号：TU472.31[建筑科学—结构工程]