Properties of concrete pedestrian block mixed with crumb rubber

By P. Sukontasukkul, Chalermphol Chaikaew. 2006

284 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/4141041edb2d2220c58601b44f666c761a7fcb23

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In Building and Construction

In Civil and Structural Engineering

Citations in the corpus

A study of the durability properties of waste tire rubber applied to self-compacting concrete (2013, background): “Due to the difference in mixture design and placement and consolidation techniques, the durability of SCC may be different than that of normal concrete, and thus needs thorough investigation [32].”
A review of the fresh/hardened properties and applications for plain- (PRC) and self-compacting rubberised concrete (SCRC) (2010, methodology): “crumb rubber replacement (for both FA and CA) the highest ‘post-peak response’ was recorded and the peak load decreased which caused a considerable reduction in fracture energy [44].”
Optimisation of rubberised concrete with high rubber content: An experimental investigation (2016, background): “blocks [29, 31] and applications for thermal and acoustic insulation [5, 6] and”
A comprehensive review on the applications of waste tire rubber in cement concrete (2016, background): “Sukontasukkul and Chaikaew [42] mentioned that the crumb rubber blocks exhibited less abrasion resistance than the control mix specimens.”
Recycling of waste tire rubber in asphalt and portland cement concrete: An overview (2014, background): “Sukontasukkul and Chaikaew [65] reported the successful application of crumb rubber modified PCC on pedestrian blocks in Thailand.”
Acoustic properties of concrete panels with crumb rubber as a fine aggregate replacement (2014, background): “This is supported by other work [26-28] who found the levels of vibration damping were 230% greater in CRC with a 15% replacement of fine aggregate compared to standard concrete.”
Compressive strength, abrasion resistance and energy absorption capacity of rubberized concretes with and without slag (2011, methodology): “Sukontasukkul and Chaikaew [18] produced concrete pedestrian blocks mixed with CR and measured the abrasion resistance of those blocks in terms of mass loss percentage.”