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- W2378413165 abstract "In order to study the dynamic properties of gravel soil material,the static and dynamic triaxial tests were carried out,and the dynamic strength characteristics of the gravel soil under different consolidation ratio and gravel contents as well as cyclic stress ratio were studied. The test results indicate that the dynamic strength increases firstly then reduces with the consolidation ratio increasing,and it increases with the gravel content increasing to some extent. With the increase of cyclic stress ratio,the rate of dynamic strain increases with vibration,and the turning point of curves appears earlier." @default.
- W2378413165 created "2016-06-24" @default.
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- W2378413165 date "2014-01-01" @default.
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- W2378413165 title "Study on Dynamic Strength Characteristics of Gravel Soil Material" @default.
- W2378413165 hasPublicationYear "2014" @default.
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