Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Effect of Plastic Fines on Cyclic Resistance of Sands
The liquefaction resistance of a saturated fine to medium sand mixed with varying amounts of kaolin was evaluated by laboratory cyclic triaxial tests and the effects of variations in clay content and its plasticity were discussed. It was found that for clay content increasing from 10% to 30% the liquefaction resistance of mixtures with constant void ratio decreased, whereas this trend was reversed for values of clay content greater than 30%. Also it was observed that an increase in plasticity of the clay phase resulted in increasing the liquefaction resistance of mixture.
Effect of Plastic Fines on Cyclic Resistance of Sands
The liquefaction resistance of a saturated fine to medium sand mixed with varying amounts of kaolin was evaluated by laboratory cyclic triaxial tests and the effects of variations in clay content and its plasticity were discussed. It was found that for clay content increasing from 10% to 30% the liquefaction resistance of mixtures with constant void ratio decreased, whereas this trend was reversed for values of clay content greater than 30%. Also it was observed that an increase in plasticity of the clay phase resulted in increasing the liquefaction resistance of mixture.
Effect of Plastic Fines on Cyclic Resistance of Sands
Ghahremani, M. (Autor:in) / Ghalandarzadeh, A. (Autor:in)
GeoShanghai International Conference 2006 ; 2006 ; Shanghai, China
Soil and Rock Behavior and Modeling ; 406-412
12.05.2006
Aufsatz (Konferenz)
Elektronische Ressource
Englisch
Kaolin , Soils , Soil liquefaction , Triaxial tests , Rocks , Models , Sand, soil type
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