摘要
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 expounds the anti-liguefaction actions of the sand drain cement pile foundations. The effects to control liquefaction for sand drain pile with different saparation and for different arrangements of sand pile and cement pile foundations, and also the consolidation-time effects of composite foundation are studied and analyzed.
出处
《勘察科学技术》
1991年第2期37-41,共5页
Site Investigation Science and Technology
