Evaluation of Cyclic Stress–Strain and Liquefaction Behavior of Izmir Sand

This paper presents the results of a series of cyclic triaxial tests carried out on sands with different index properties. Samples from three grain-size distributions of Izmir (Turkey) sand were tested under consolidated-undrained conditions. The tests were performed under two different effective co...

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Veröffentlicht in:	Arabian Journal for Science and Engineering 2014-11, Vol.39 (11), p.7513-7524
Hauptverfasser:	Eskisar, Tugba, Karakan, Eyyub, Altun, Selim
Format:	Artikel
Sprache:	eng
Schlagworte:	Coefficients Confining Consolidation Density Engineering Humanities and Social Sciences Liquefaction multidisciplinary Research Article - Civil Engineering Sand Science Shear Stress-strain relationships
Online-Zugang:	Volltext
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