强夯法地基加固技术自引进国内以来,应用越来越广泛。通过将太沙基极限荷载计算理论引用到强夯法加固技术中,将第二遍点夯的夯击能比第一遍点夯夯击能减少一半,经过试验,加固效果明显,静载试验及动力触探试验检测结果均能满足设计要求。为优化施工参数提供了新的研究方向。 Dynamic consolidation method foundation reinforcement technology since its introduction, more and more widely used. According to the calculation theory of Taisha base load, the compaction technology of the second pass rammer can be reduced by half compared with the first rammer rammer impact test, and the reinforcement effect is obvious. The static load test And dynamic penetration test test results can meet the design requirements. It provides a new research direction for optimizing the construction parameters.