Flexural and compressive behaviours of sustainable AC/RC composite system with various supplementary materials

Wang, Te An; Lee, Dongkeun; Chou, Yi Tso

doi:10.1080/10298436.2021.1873335

Cited by 5 publications

(1 citation statement)

References 49 publications

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“…Flexural stiffness test: The flexural stiffness revealed the stiffness measured in bend for characterizing the property of concrete pavement on orthotropic steel decks or subgrade [ 42 ]. The flexural stiffness was defined as the slope line that connected the origin and yield point by means of a bending stress–strain schematic method according to the literature [ 43 , 44 ], as shown in Figure 3 . Nevertheless, the yield point is hard to detect so that the stress and strain under half of the rupture load, namely,

in Figure 3 , are adopted in this study according to Chinese Standard JTG 3420 [ 45 ].…”

Section: Methodsmentioning

confidence: 99%

Toughness Behavior of SBR Acrylate Copolymer-Modified Pervious Concrete with Single-Sized Aggregates

Zhao

Peng

et al. 2021

Materials

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Pervious concrete is an eco-efficient concrete but has problems regarding its mechanical performance and permeability balance. This research investigated the feasibility of using a combination of styrene–butadiene rubber (SBR) and acrylate polymer to improve the toughness of pervious concrete while keeping its permeability. Single-sized aggregate and no sand were considered in the concrete mixture. Acrylate polymers with different solid content, PH, density, and viscosity were emulsion copolymerized with an SBR polymer. Eleven scenarios with different mix proportions and 220 specimens for compressive strength, flexural strength, flexural stiffness, impact resistance, and fracture toughness tests were selected to evaluate the effects of the copolymer on the toughness of copolymer-modified pervious concrete (CMPC). The studies showed that (1) the influence trend of the copolymers generally varied according to different mechanical indexes; (2) XG–6001 acrylate polymer mainly and comprehensively enhanced the toughness of the CMPC; (3) it was difficult to increase the enhancing property of the XG–6001 acrylate polymer with the growth of its mix proportion; (4) the zero-sand pervious concrete with 90% SBR and 10% XG–6001 acrylate emulsion copolymerization proved to have relatively high toughness. The proposed CMPC holds promising application value in sustainability traffic road construction.

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in Figure 3 , are adopted in this study according to Chinese Standard JTG 3420 [ 45 ].…”

Section: Methodsmentioning

confidence: 99%

Toughness Behavior of SBR Acrylate Copolymer-Modified Pervious Concrete with Single-Sized Aggregates

Zhao

Peng

et al. 2021

Materials

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show abstract

Laboratory evaluation of the effect of cement concrete overlays on the existing asphalt concrete pavement with different degrees of bonding

Safa,

Hassani,

Karimi

2024

International Journal of Pavement Engineering

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Tire wastes and durability: the influence of crumb rubber and recycled steel fibre on properties of roller compacted concrete

Majeed Abed,

Khalil,

Ahmed

2024

International Journal of Pavement Engineering

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Flexural and compressive behaviours of sustainable AC/RC composite system with various supplementary materials

Cited by 5 publications

References 49 publications

Toughness Behavior of SBR Acrylate Copolymer-Modified Pervious Concrete with Single-Sized Aggregates

Toughness Behavior of SBR Acrylate Copolymer-Modified Pervious Concrete with Single-Sized Aggregates

Laboratory evaluation of the effect of cement concrete overlays on the existing asphalt concrete pavement with different degrees of bonding

Tire wastes and durability: the influence of crumb rubber and recycled steel fibre on properties of roller compacted concrete

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