摘要
对地基土液化的机理和围封法使地基土不发生液化的原理进行了阐述,以国内外工程资料和工程实例为基础证明了格栅式水泥土搅拌桩围封法处理地基液化的可行性,并总结了其设计和施工方法。
The mechanism of soil liquefaction and the prin- ciple of enclosure method treating subgrade liquefaction are e- laborated in this paper. It proves that the grid type cement soil mixing pile enclosing foundation can eliminate liquefaction based on amounts of datum and engineering case. And the means of design and construction are summarized.
出处
《电力学报》
2013年第6期533-534,540,共3页
Journal of Electric Power
关键词
格栅式水泥土搅拌桩
设计和施工方法
工程实例
围封
液化
grid type cement soil mixing pile
design ＆ construction
project case
enclosing
liquefaction
