Direct Shear Behavior of a Mixture of Sand and Tire Chips Using X-ray Computed Tomography and Discrete Element Method

Granular materials such as soils, powders, and other particulate materials have been widely used in geotechnical engineering. In particular, sandy soils are one of the representative ones. Recently, there has been attention on environment-friendly materials such as tire chips or other waste material...

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Vydáno v:	International Journal of Geosynthetics and Ground Engineering Ročník 5; číslo 2; s. 1 - 12
Hlavní autoři:	Chevalier, Bastien, Tsutsumi, Yohei, Otani, Jun
Médium:	Journal Article
Jazyk:	angličtina
Vydáno:	Cham Springer Science and Business Media LLC 01.06.2019 Springer International Publishing Springer Nature B.V
Témata:	[SPI.GCIV.GEOTECH]Engineering Sciences [physics]/Civil Engineering/Géotechnique [SPI.GCIV]Engineering Sciences [physics]/Civil Engineering Building Materials Chips Civil Engineering Computation Computed tomography Digital imaging Dilatancy Direct shear test Discrete element method Displacement Edge dislocations Engineering Engineering Sciences Environmental Science and Engineering Failure Foundations Geoengineering Geotechnical engineering Granular materials Géotechnique Hydraulics Medical imaging Numerical analysis Original Paper Sandy soils Scanning Shear bands Shear strain Shear stress Shear tests Soils Tomography Volumetric strain X-ray CT Direct shear test X-ray CT Discrete element method Granular materials Displacement Failure
ISSN:	2199-9260, 2199-9279
On-line přístup:	Získat plný text
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