摘要
采用袋装砂井超载预压法及粉喷桩法加固滨海相淤泥及淤泥质土路基,在采取严格的现场监测控制下取得了良好的加固效果。
In this paper,two means of soft soil improving methods,are adopted one is the preloading with vertical drains and the other is DJM. Bath of them provided a expectable result under the control of field instrumentation.
出处
《土工基础》
2004年第3期1-5,22,共6页
Soil Engineering and Foundation
