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用强夯法加固淤泥质饱和软土目前在工程界尚有争议。中国人民解放军8561工程飞行区的主跑道、滑行道等均采用塑料排水板与强夯联合加固措施进行软基处理,从而达到了设计要求的承载力和沉降控制等指标。作者通过对施工过程中进行的静力触探与静载荷试验的大量检测数据分析,认为在淤泥质软土中用强夯法加固地基是可行的。
It is still controversial in the engineering community that the use of the dynamic compaction method to reinforce silt saturated soft soils. The main runways and taxiways of the People’s Liberation Army’s People’s Liberation Army’s 8561 Engineering Flight Area were treated with soft drainage using plastic drainage boards and reinforced concrete reinforcement measures to meet the design requirements such as bearing capacity and settlement control. The author analyzes a large number of test data of the static penetrating and static load tests conducted during the construction process, and believes that it is feasible to reinforce the foundation with a strong concrete method in silty soft soil.