结合太原某铁路沿线工程的地质条件,采取了强夯法地基处理方案,并通过平板载荷试验、探井取土室内土工试验及现场标准贯入试验,对处理后的地基进行了质量检测,给出了施工中部分指标未满足设计要求的原因。 Combined with the geological conditions of a railway engineering along Taiyuan Railway, a dynamic compaction foundation treatment scheme was adopted. Through the plate load test, geotechnical test in the exploratory wells and on-site standard penetration test, the quality of the ground after the treatment was tested. Some indicators of the construction did not meet the design requirements of the reasons.