摘要
利用波动理论解释了高水位地基强夯的加固原理,介绍了高水位地基强夯的关键技术。最后结合工程实例,介绍了该技术的实际应用,并通过加固效果分析对加固方案进行了调整,取得了良好的效果。
This paper explained the mechanism of dynamic compaction in high water level foundation and introduced its key technologies. Based on engineering practice, application of the technology was introduced. According to the reinforcement effect, the scheme was improved and good effect was obtained.
引文
[1]山西省机械施工公司,山西建筑工程(集团)总公司.CECS279∶2010强夯地基处理技术规程[S].北京:中国计划出版社,2010.
[2]郭伟林,安明.强夯振动传播机理与地基振动特性的探讨与验证[J].施工技术,2014,43(7):76-79.
[3]郑俊杰.地基处理技术(2版)[M].武汉:华中科技大学出版社,2009.
[4]李保华,安明.某工程强夯振动影响及隔振沟减振效果测试与分析[J].施工技术,2013,42(13):56-58.