Title: Study on the Characteristics of Liquefaction of Foundation Soil
Abstract: In this paper,a series of tests were conducted on the liquefaction characteristies of the remolding soil with different gradations and day mineral components,variant day particle contents and dry unit weight.The laboratory tests were made on remolded silt by using cyclic dynamic triaxial device.The results show that the lowest dynamic shear strength is at 9% of clay particle content.Here it comes to the conclusion about various regulations of cyclic stress
Publication Year: 2002
Publication Date: 2002-01-01
Language: en
Type: article
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