摘要
通过真空预压和真空联合电渗加固法的室内模型试验 ,说明真空联合电渗法较单纯的真空预压加固法可使土体强度提高 2～ 5倍 ,加固效果十分明显 。
From the model contrast tests in laboratory of vacuum preloading and vacuum preloading in combination with electro-osmotic consolidation,it can be seen that the strength of soil mass achieved by the method of vacuum preloading in combination with electro-osmosis will increase 2～5 times in comparision with that obtained by the vacuum preloading method.The consolidation effects are evident.The method is especially suitable to consolidate heavy clay or partial foundation soil.
出处
《中国港湾建设》
2000年第5期58-61,共4页
China Harbour Engineering
关键词
真空联合电渗法
真空预压法
地基加固
模型试验
vacuum preloading in combination with electro-osmotic method
vacuum preloading method
foundation soil improvement
model test
