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根据莱城火电厂附属厂房填土地基强夯试验 ,在对夯坑深度、场地平均夯沉量和孔隙水压力等夯期监测数据与夯后原位测试及室内试验各检测指标统计分析的基础上 ,确定了夯后地基土的实际状态 ,并对试夯所采用的强夯参数进行了讨论 ,得出了一些有价值的结论 .
According to the dynamic compaction test of filling foundation of Laicheng Thermal Power Plant, based on the statistical data of ramming pit depth, the average settlement of ground and pore water pressure during ramming period, and the statistical analysis of in situ test and laboratory test , The actual state of foundation soil after ramming is confirmed, and the dynamic compaction parameters adopted by the trial ram are discussed. Some valuable conclusions are drawn.