شماره ركورد كنفرانس :
5356
عنوان مقاله :
A review on the monotonic and cyclic behavior of sand-clay mixtures using equivalent void ratio concept
پديدآورندگان :
Hallaj Maryam m.hallaj76@ut.ac.ir School of Civil Engineering, College of Engineering, University of Tehran , Akhyani Sina sina.akhyani@ut.ac.ir School of Civil Engineering, College of Engineering, University of Tehran , Ghalandarzadeh Abbas School of Civil Engineering, College of Engineering, University of Tehran
كليدواژه :
Sand , Clay , Fines content , Equivalent void ratio , Static and cyclic behavior
عنوان كنفرانس :
پنجمين كنفرانس ملي مهندسي ژئوتكنيك ايران و دومين كنفرانس بين المللي مهندسي زلزله و ژئوتكنيك لرزه اي
چكيده فارسي :
Sand-clay mixtures can be frequently found within natural soil deposits. In contrast to pure sands, fines content, plasticity index, grading characteristics and mineralogy are other factors that influence sand-clay mixtures behavior in addition to classical void ratio. In particular, the concept of equivalent void ratio has been defined in order to capture the effect of mentioned factors as a single state parameter. The present paper aims to systematically review the monotonic and cyclic behavior of sand-clay mixtures through the concept of equivalent void ratio, which has been shown as an appropriate framework for predicting clayey sands behavior for practical purposes.
