碱渣上杂填土地基强夯处理效果评价  

Appraisal of Effect of Dynamic Consolidation Used for Miscellaneous Fill on Alkali Waste Residue

作　　者：滕延京[1] 师家智[1] 涂正武 

机构地区：[1]中国建筑科学研究院地基基础研究所

出　　处：《建筑科学》1993年第2期42-45,共4页Building Science

摘　　要：通过破渣上杂填土地基强夯试验,说明强夯法加固该场地地基的可行性。当采用1000kN·m夯击能时,建议Manard公式的修正系数取0.6。The feasibility of dynamic consolidation used to consolidate the miscellaneous fill on alkali waste residue was studied, based on its application to the foundation soil of this kind. The revised coefficient of Manard formula is 0.6, when 1000 kN·m ram energy is adopted.

关 键 词：杂填土地基 强夯法 碱渣 地基处理 

分 类 号：TU471.8[建筑科学—结构工程]