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Liquefaction Resistance of Silty Sands and Dynamic Properties of Cohesive Soils from Duzce, Turkey
This article presents results from a laboratory investigation into the cyclic and dynamic properties of soils from Duzce, Turkey, conducted after the destructive November 12, 1999 earthquake. The investigation was mainly conducted by means of monotonic and cyclic triaxial, as well as resonant-column tests. The triaxial tests allowed the determination of the liquefaction resistance of silty sands, as well as their critical state behavior, whereas the resonant-column tests allowed the determination of shear modulus and damping ratio of cohesive soils. The results are presented and then discussed together with their pertinence to soil behavior when subjected to earthquake loading.
Liquefaction Resistance of Silty Sands and Dynamic Properties of Cohesive Soils from Duzce, Turkey
This article presents results from a laboratory investigation into the cyclic and dynamic properties of soils from Duzce, Turkey, conducted after the destructive November 12, 1999 earthquake. The investigation was mainly conducted by means of monotonic and cyclic triaxial, as well as resonant-column tests. The triaxial tests allowed the determination of the liquefaction resistance of silty sands, as well as their critical state behavior, whereas the resonant-column tests allowed the determination of shear modulus and damping ratio of cohesive soils. The results are presented and then discussed together with their pertinence to soil behavior when subjected to earthquake loading.
Liquefaction Resistance of Silty Sands and Dynamic Properties of Cohesive Soils from Duzce, Turkey
Papadopoulou, A. (Autor:in) / Kallioglou, P. (Autor:in) / Tika, Th. (Autor:in) / Papadopoulos, S. (Autor:in) / Batum, E. (Autor:in)
Journal of Earthquake Engineering ; 14 ; 351-362
01.03.2010
12 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Liquefaction Resistance of Silty Sands and Dynamic Properties of Cohesive Soils from Duzce, Turkey
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