强夯公司比较难用定量的方法进行分评价，因为影响加固深度的内外在情况众多，这也就导致了业内无法形成系统并且完整的方法设计强夯地基处理技术方案。
It is difficult for dynamic compaction company to use quantitative method to evaluate, because there are many internal and external factors affecting the reinforcement depth, which leads to the failure of the industry to form a systematic and complete method to design dynamic compaction foundation treatment technical scheme.
根据强夯工程加固的目标不一样，首先预估加固之后的效果，再开始采取试验性施工或者试夯。建筑地基处理技术规范明确了在经验不详时，地基受到不同夯击能作用，不同地基土体加固深度有对应的表格明示。
According to the different reinforcement objectives of dynamic consolidation project, the effect after reinforcement is first estimated, and then the experimental construction or trial consolidation is adopted. The technical specifications for building foundation treatment make it clear that when the experience is unknown, the foundation is subjected to different tamping energies, and the corresponding tables show the different depth of foundation soil reinforcement.