摘要
对一栋拟建于严重液化场地的单层建筑,提出两种地基及基础的方案选型,通过理论计算和经济技术指标的详细对比,最终确定采用粉土液化平均震陷量的经验方法作为调整地基抗液化措施的设计依据。
Two optional schemes for the foundation of the single storey building which will be built on badly liquefaction site was introduced. Comparing theoretical arithmetic result with economic and technical indicators, confined that use the average of silt liquefaction shock settlement as the basic of designing to adjust liquefaction resistance of the site.
出处
《工程质量》
2013年第5期21-23,共3页
Construction Quality
关键词
液化
挤密碎石桩
震陷量
地基处理
liquefaction
compacted gravel pile
shock in quantity
ground treatment
