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本文论述了砂井—水泥桩基在抗液化中的作用,并对不同间距的砂井和不同砂井、水泥桩基在控制液化中的效果,以及对复合地基的固结时效作用进行了分析研究。
This paper discusses the role of sand-cement piles in resisting liquefaction, and analyzes the effect of different spacing of sand wells and different sand and cement piles in the control of liquefaction, and the effect of consolidation time-effect on composite foundations. the study.