Laboratory design and investigation of the properties of continuously graded Asphaltic concrete containing recycled plastics aggregate replacement (Plastiphalt)

By S. Zoorob, L. Suparma. 2000

309 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/41b27045e325133dd0b368aa00787b98b617bbcb

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In Building and Construction

In Civil and Structural Engineering

Citations in the corpus

Laboratory investigation of hot mix asphalt containing waste materials (2017, background): “Marshall quotient (MQ) is defined as the ratio of stability (kN) to flow (mm), which is the potential of the material’s resistance to permanent deformation and rutting (Zoorob & Suparma, 2000).”
Use of recycled plastic in concrete: a review. (2008, background): “Paula et al. (2005) prepared polymeric blends by mechanical recycling and characterized LDPE/Al residues from cartooned packaging with recycled HDPE/LDPE and virgin PE resins.”
Formulation of flow number of asphalt mixes using a hybrid computational method (2011, background): “Therefore, pavements being more resistant to the permanent deformation are obtained [39,41,66].”
Laboratory Investigation of Moisture Damage in Warm-Mix Asphalt Containing Moist Aggregate (2009, methodology): “Wet Deformation Analysis The deformation (flow) resistance of wet ITS specimens, a measure of the material’s resistance to permanent deformation in service (17), was used to analyze moisture susceptibility of the mixture.”
Rutting performance prediction of warm mix asphalt containing reclaimed asphalt pavements (2014, background): “Moreover, MQ is a measure of the resistance of the materials to shear stress, permanent deformation and rutting (Zoorob & Suparma, 2000).”
The effects of using lime and styrene-butadiene-styrene on moisture sensitivity resistance of hot mix asphalt (2009, background): “It is well recognized that the MQ is a measure of the materials resistance to shear stresses, permanent deformation and hence rutting [22].”
Using waste plastic bottles as additive for stone mastic asphalt (2011, background): “Furthermore, the results of their study support that the fatigue life of plastiphalt is longer than the control mixtures [22].”
Laboratory evaluation of warm mix asphalt mixtures containing electric arc furnace (EAF) steel slag (2013, background): “Higher MQ value indicates that the mixture has better resistance to shear stresses and permanent deformation [24].”
Effects of copper slag and recycled concrete aggregate on the properties of CIR mixes with bitumen emulsion, rice husk ash, Portland cement and fly ash (2015, background): “A stiffer and more resistant mixture to permanent deformation has a higher value of MQ [39].”