2019
DOI: 10.3390/su11195282
|View full text |Cite
|
Sign up to set email alerts
|

Study on the Performances of Waste Crumb Rubber Modified Asphalt Mixture with Eco-Friendly Diatomite and Basalt Fiber

Abstract: A sustainable and environmentally friendly society is developing rapidly, in which pavement engineering is an essential part. Therefore, more attention has been paid toward waste utilization and urban noise pollution in road construction. The object of this study was not only to investigate the mix proportion of waste crumb modified asphalt mixtures with diatomite and basalt fiber but also to evaluate the comprehensive performances including sound and vibration absorption of modified asphalt mixtures. Firstly,… Show more

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
2
1
1
1

Citation Types

0
16
0

Year Published

2019
2019
2023
2023

Publication Types

Select...
9

Relationship

0
9

Authors

Journals

citations
Cited by 29 publications
(16 citation statements)
references
References 36 publications
0
16
0
Order By: Relevance
“…In this paper, the reasonable dosages of AEA and multimineral admixtures were studied through the orthogonal experimental design [54][55][56]. Considering that the influence of AEA on the frost resistance of concrete is higher than that of multimineral admixtures [31], the AEA content was regarded as the priority parameter and divided into three feasible range levels of air content, i.e., (2.5 ± 0.5)%, (4.5 ± 0.5)%, and (6.5 ± 0.5)%.…”
Section: Mixture Proportion and Specimen Preparationmentioning
confidence: 99%
See 1 more Smart Citation
“…In this paper, the reasonable dosages of AEA and multimineral admixtures were studied through the orthogonal experimental design [54][55][56]. Considering that the influence of AEA on the frost resistance of concrete is higher than that of multimineral admixtures [31], the AEA content was regarded as the priority parameter and divided into three feasible range levels of air content, i.e., (2.5 ± 0.5)%, (4.5 ± 0.5)%, and (6.5 ± 0.5)%.…”
Section: Mixture Proportion and Specimen Preparationmentioning
confidence: 99%
“…en, the orthogonal experimental design for the dosages of multimineral admixtures at each range level of air content was carried out, which is presented in Table 3. In the orthogonal experimental design, based on the existing literature [54][55][56][57], the dosage of FA or BFS should be controlled within 30% by the total weight of cementitious materials, respectively. Meanwhile, the total dosage of FA and BFS was limited to less than 40% by the total weight of cementitious materials.…”
Section: Mixture Proportion and Specimen Preparationmentioning
confidence: 99%
“…Based on Cantabro and draindown tests, the optimal bitumen-aggregate ratios (OBRs) of each group were 3.8%, 3.7%, 3.6%, 3.6%, and 3.5%, respectively [32]. Compared with DGAM, PAM reduces bitumen consumption and engineering cost, owing to its less fine aggregate content [33,34]. Another finding is that the OBR decreases slightly with the increase of the replacement level, which is inconsistent with the results obtained by Kavussi et al [35].…”
Section: Mixture Designmentioning
confidence: 99%
“…Diatomite has been proved to dramatically improve the high-temperature performance of asphalt mixture [49][50][51][52]. Hence, the incorporation of diatomite and basalt fibres would comprehensively enhance the resistance to high-temperature rutting, low-temperature cracking as well as moisture stability of asphalt mixture.…”
Section: Case Study Ii: Tri-objective Optimizationmentioning
confidence: 99%