摘要
对岩土勘察中饱和砂土和粉土的液化机理进行了阐述,主要对强夯法消除液化的影响因素进行了对比分析,对于在类似发生液化场地的岩土勘察中起到一定工程实践意义。
Liquefaction mechanism of geotechnical investigation about saturated sand and silt in the article are expounded,the paper mainly analyzes the influence factors that can eliminate the dynamic compaction,which work with similar liquefied sites in geotechnical investigation.
出处
《岩土工程技术》
2014年第1期48-50,共3页
Geotechnical Engineering Technique
关键词
砂土液化
强夯法
地基处理
sand liquefaction
dynamic consolidation
foundation treatment
