摘要
某场地地基加固处理拟采用强夯法,大面积施工前为确定合理的强夯参数,选取2个试验区进行2种不同夯击能的强夯试验。通过对2个试验区地基处理后的效果检验,对比分析2种方案地基处理后的夯沉量、遍夯间隔时间、强夯影响深度和地基处理效果,为最终的方案选取和同类场地的强夯法地基处理提供参考。
Dynamic ram method would be applied on a site for foundation improvement. To determine its rational parameters before its large area implementation, two areas for test in this site were chosen for dynamic ram test under two different kinds of ram energy. By the means of effects test of two test areas after treatment, comparison and analysis of two different plans on settling of ground after treatment, interval of two time point rams, influence depth of dynamic ram and effects of ground treatment were done and the results can be referred to the final plan chosen and ground treatment of similar kind of site.
出处
《港工技术》
北大核心
2008年第4期43-45,共3页
Port Engineering Technology
关键词
地基处理
强夯
夯击能
效果检验
ground treatment
dynamic ram
ram energy
effects test
