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dc.contributor.authorKang, Gyeong-o-
dc.contributor.authorChoi, Woong-
dc.contributor.authorLee, Changho-
dc.date.accessioned2020-06-06T15:22:49Z-
dc.date.available2020-06-06T15:22:49Z-
dc.date.issued2019-
dc.identifier.issn1687-8086-
dc.identifier.issn1687-8094 (eISSN)-
dc.identifier.otherBBKH1447-
dc.identifier.urihttp://thuvienso.vanlanguni.edu.vn/handle/Vanlang_TV/19105-
dc.description"Hindawi Advances in Civil Engineering Volume 2019, Article ID 6348326, 12 pages https://doi.org/10.1155/2019/6348326"vi
dc.description.abstract"This paper aims to propose predictive equations for the small-strain shear modulus ( G max ) and small-strain damping ratio ( D min ) of a granulated mixture with plastic and nonplastic materials to reduce the dynamic energy of the ground. Polyurethane bead (PB) and glass bead (GB) were used as the plastic and nonplastic materials, respectively. 180 resonant-column tests were conducted with various conditions affecting the dynamic properties, such as nonplastic particle content (PC), void ratio (e), particle-size ratio ( s r ), and mean effective confining pressure ( σ ′ m ). The results showed that G max and D min , respectively, increased and decreased as e decreased with increasing σ ′ m of material mixtures. In addition, G max decreased with an increase in PC, whereas D min increased. It was also found that s r of materials affected the changes in G max and D min . With an increase in s r , G max increased while D min decreased because small particles do not hinder the behavior of large particles as the size of larger particles increases. Finally, based on the results, new equations for estimating G max and D min of a granulated mixture with PB and GB were proposed as functions of PC, e, median grain size (D50), and σ ′ m .vi
dc.language.isoenvi
dc.publisherHindawi Limited,vi
dc.subjectVelocityvi
dc.subjectRubbervi
dc.subjectShear testsvi
dc.subjectMathematical analysisvi
dc.subjectShear modulusvi
dc.subjectPolyurethane resinsvi
dc.subjectGrain sizevi
dc.subjectGranulationvi
dc.subjectResearchersvi
dc.subjectEarthquakesvi
dc.subjectEngineeringvi
dc.subjectGlassvi
dc.subjectVoid ratiovi
dc.subjectPredictionsvi
dc.subjectDamping ratiovi
dc.subjectShear strainvi
dc.titlePrediction of Small-Strain Dynamic Properties on Granulated Spherical Glass Bead-Polyurethane Mixturesvi
dc.typeOthervi
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