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本文结合地基土体地震液化机理、河流沉积规律,以位于近代河流凸岸的3个工程为例,对北京市平原区近代河流凸岸地基土的地震液化可能性进行了分析研究。
In this paper, the liquefaction mechanism of foundation soil and the law of river sedimentation are combined to study the possibility of seismic liquefaction of the modern coastal foundations in Beijing Plain with three projects located in the bank of modern rivers.