强夯法即强力夯实法,又称动力固结法。指的是为提高软弱地基的承载力,用重锤自一定高度下落夯击土层使地基迅速固结的方法。适用于处理碎石土、砂土、低饱和度的粉土与黏性土、湿陷性黄土、杂填土和素填土等地基。本文通过不同的试夯工艺对三个夯区分别进行试验。通过试验,根据测试成果和场地的岩土工程条件综合分析,得出适用于本场地条件的最优方案。 Dynamic compaction method that is strong consolidation method, also known as dynamic consolidation method. Refers to the method of increasing the bearing capacity of soft foundations and quickly consolidating the foundations by ramming the soil with a heavy hammer from a certain height. It is suitable for the treatment of gravelly soil, sand and low-saturated silts, such as clay, collapsible loess, miscellaneous fill and plain fill. In this paper, the three rammed areas were tested by different test ramming technology. Through the test, based on the test results and the geotechnical conditions of the site, a comprehensive analysis is made to find the optimal solution for the site conditions.