2021
DOI: 10.21533/pen.v9i2.2054
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Characterizing the properties of sustainable semi-flexible pavement produced with polymer modified bitumen

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Cited by 5 publications
(6 citation statements)
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“…The following results from tests for the flow cone, compressive strength, and flexural strength of fresh and hard grout are displayed: 3 and Figure 8 show the flow time that was test used to evaluate the performance of the grout. According to previous studies, a flow cone test is conducted for several types of grouts to achieve a sufficient fluidity of (11-16) seconds [5,12] for appropriate grout injection into the SFP surface mixture. The presence of a superplasticizer has a substantial impact on the workability of cementitious slurries, regardless of the W/B ratio.…”
Section: Resultsmentioning
confidence: 99%
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“…The following results from tests for the flow cone, compressive strength, and flexural strength of fresh and hard grout are displayed: 3 and Figure 8 show the flow time that was test used to evaluate the performance of the grout. According to previous studies, a flow cone test is conducted for several types of grouts to achieve a sufficient fluidity of (11-16) seconds [5,12] for appropriate grout injection into the SFP surface mixture. The presence of a superplasticizer has a substantial impact on the workability of cementitious slurries, regardless of the W/B ratio.…”
Section: Resultsmentioning
confidence: 99%
“…Superplasticizers based on carboxylic acids or polymers are more effective at countering the fluidity introduced by the sulphonated naphthalene formulation, which depresses the cementitious particle. The amount of water in the grout has a significant impact not only on its fluidity but also on its strength [11] To test the fluidity of the grout, the flow cone method is commonly used; according to this method and previous researchers, the flow time should be between 11 and 16 seconds [12] Due to the high fluidity of the grouting material, flow times greater than 16 seconds may result in more voids in the SFP combination not being filled, whereas flow times less than 11 seconds may result in the impossibility of penetrating the grout material to voids in SFP mixture. In particular, the superplasticizer is one of the material types that is highly successful in enhancing grout fluidity.…”
Section: Introductionmentioning
confidence: 99%
“…The use of polymers to enhance the performance of asphalt binders and thereby improve asphalt pavement quality is a popular direction for current research [6][7][8]. For instance, the styrene-butadiene-styrene (SBS) block copolymer, with its strength and elasticity that are derived from a three-dimensional network of crosslinked molecules, has shown significant potential.…”
Section: Introductionmentioning
confidence: 99%
“…(5) The high viscosity and adhesive properties of PF-modified asphalt reduce porosity within the mixture, enhancing adhesion between different components and improving resistance to high-temperature deformation as well as stripping in the mixture. (6) The uniform dispersion of PF particles without aggregation contributes to limiting the asphalt flow at high temperatures and inhibiting oxygen penetration.…”
mentioning
confidence: 99%
“…But the recent trend of more heavy traffic and bad environmental conditions has made it more likely to have problems like fatigue, cracks, ruts, and low-temperature cracking. Most damage to flexible pavement comes from fatigue and rutting [3][4]. These may have an impact on both its performance and useful life.…”
Section: Introductionmentioning
confidence: 99%