液化
合并(业务)
岩土工程
地质学
冲积层
地貌学
会计
业务
作者
JP Mulilis,Clarence K. Chan,H. Bolton Seed,Kenji Mori
出处
期刊:Journal of the Geotechnical Engineering Division
[American Society of Civil Engineers]
日期:1977-07-01
卷期号:103 (7): 793-797
被引量:24
标识
DOI:10.1061/ajgeb6.0000456
摘要
It has long been recognized that clays increase in strength with time due to consolidation and secondary compression; however, the fact that sands can increase in strength after periods of sustained loading is not so well known. Recently several engineers have suggested that the liquefaction characteristics of in-situ sand deposits are influenced by the age of the deposit. Omote and Myamura presented data that showed a trend for less damage occurring in older sandy deposits during the Tokaido earthquake of December 7, 1944, and Casagrande has stated that, whenever possible, the age of a sand strata should be determined, since there are indications that young alluvial sands are much more susceptible to liquefaction than older sediments.
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