Engineering behavior of Tire Chips-Sand Mixture

Author(s):  
S.K. Tiwari ◽  
Rajshree Mathur
Keyword(s):  
2004 ◽  
Vol 27 (3) ◽  
pp. 11695
Author(s):  
L David Suits ◽  
TC Sheahan ◽  
S Youwai ◽  
DT Bergado ◽  
N Supawiwat
Keyword(s):  

2018 ◽  
Vol 67 (1) ◽  
pp. 75-78
Author(s):  
Misato FUCHIYAMA ◽  
Masayuki HYODO ◽  
Norimasa YOSHIMOTO ◽  
Yukio NAKATA

Author(s):  
Adyasha Swayamsiddha Amanta ◽  
Satyanarayana Murty Dasaka

2011 ◽  
Vol 399-401 ◽  
pp. 1251-1256 ◽  
Author(s):  
Wai Ching Tang ◽  
Hong Zhi Cui ◽  
Yiu Lo

Nowadays, one of the most essential environmental issues around the world is to deal with the scrap tire problem. Tires that are used, rejected or unwanted are classified as scrap tires and need to be managed responsibly. In this paper, the scrap tires were shredded into pieces and used to mix with normal weight concrete. Extensive laboratory tests were carried out and the focus of this paper was to characterize the mechanical and permeability properties of concrete containing scrap tires. The main parameters studied were chipped tire content and size. The results showed that the scrap-tire chips without adding special bonding agents apparently showed an even distribution in the mortar and concrete matrix. The elastic modulus, compressive and tensile strengths of scrap tire concrete in general were found lower than that of the control concrete and the differences became significant when the content and size of chipped tires in the mix were increased. Besides, the coefficients of water permeability of concrete were found to increase with increase of chipped tires in the mix.


Author(s):  
Hooman Hoornahad ◽  
Eduard A. B. Koenders

In this paper, the effect of the mix composition on rheological behavior of fresh cement-sand mixture is studied by considering a mixture as a two-phase model that is decomposed into a granular and a paste phase. The paste itself is subdivided into void paste and excess paste. Void paste fills the void space between the grains when they are in a fully compacted state while excess paste will use the remaining paste to form a paste layer around each individual grain particle, with equal thickness. By considering each grain particle covered with the excess paste layer as a single element, the rheological behavior of cement-sand mixtures can be related to their inter-element interactions for all sets of particle combinations.


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