Reusing Jet Grouting Waste as Filler for Road Asphalt Mixtures of Base Layers
Abstract
:1. Introduction
2. Materials and Methods
2.1. Limestone Aggregates
2.2. Marginal Materials
2.2.1. Jet Grouting Waste
2.2.2. Reclaimed Asphalt Pavement
2.2.3. Leaching Test
2.3. Binders
2.4. Mix Design
2.4.1. Grading Curve
2.4.2. Binder Optimization
2.4.3. Asphalt Mastic Preparation
2.5. Methods
2.5.1. Asphalt Mastics
2.5.2. Asphalt Mixtures
3. Results
3.1. SEM Characterization
3.2. Properties of Asphalt Mastics
3.3. Asphalt Mixture Performance
3.3.1. ITS Measurements
3.3.2. ITSM
3.3.3. Cumulative Strain
4. Discussion
- is the i-th value assumed by the k-th parameter (G* (at 10, 25, and 40 °C), δ (at 10, 25, and 40 °C), ITSwet, ITSdry, ITSR, ITSM (at 10, 25 and 40 °C), and εn, a total of 13 parameters) for the j-th asphalt solution (mastic or mixture).
- is the minimum value a obtained from all i-th values measured for each k-th parameter related to each j-th asphalt blend.
- is the maximum value a obtained from all i-th values measured for each k-th parameter related to each j-th mastic and mixture.
5. Conclusions
- JGW as a filler helps to increase the ΔR&B temperature between the MHMAJ mastic (f/b ratio of 0.93) and neat 50/70 bitumen, as well as that between the MHMAJ mastic and MHMA mastic (f/b ratio of 1.05). MHMAJ has a lower ΔR&B than the cold mastic solution (MCRAJ), but the stiffening power of the JGW filler makes it possible to reach a higher ΔR&B when compared with traditional hot bituminous mastic made of limestone filler and neat bitumen.
- It was found that the accelerated curing process for 72 h at 40 °C was not satisfactory for evaluating the performance of the cold mastic in terms of G*. It is necessary to cure the mastics for 28 days to attain better performance than the hot mastics prepared with traditional limestone filler and JGW.
- The SEM analysis showed a good homogenous microstructure of the HMAJ and CRAJ solutions when compared with the traditional HMA.
- The curing time analysis of the cold asphalt mixture revealed that the CRAJ, investigated over 28 days, attained the ITS value of HMA before 14 days and matched the highest ITS observed for HMAJ in 20 days.
Author Contributions
Funding
Institutional Review Board Statement
Informed Consent Statement
Data Availability Statement
Conflicts of Interest
References
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Aggregate Size | Density | Los Angeles | Shape Index | Flattening Index | Equivalent Sand | Rigden Voids |
---|---|---|---|---|---|---|
(g/cm3) | (%) | (%) | (%) | (%) | (%) | |
EN 1097-6 | EN 1097-2 | EN 933-4 | EN 933-3 | EN 933-8 | EN 1097-4 | |
Coarse Aggregates | ||||||
31.5–16 mm | 2.68 | – | 4 | 16 | – | – |
10–16 mm | 2.69 | 16 | 4 | 8 | – | – |
6–12 mm | 2.71 | 16.4 | 8 | 11 | – | – |
Fine Aggregates | ||||||
Sand | 2.71 | – | – | – | 80 | – |
Filler | 2.73 | – | – | – | – | 46 |
Parameters | Unit | Value | Standard |
---|---|---|---|
Size designation | – | 20 RA 0/16 | EN 13108-8 |
Foreign matter content | % | 1.5 | EN 12697-42 |
Bulk density | g/cm3 | 2.52 | EN 1097-6 |
Water absorption | % | 1.6 | EN 1097-6 |
Sand equivalent | % | 71 | EN 933-8 |
Flakiness index | % | 10 | EN 933-3 |
Parameter | Concentration in mg/kg | |
---|---|---|
JGW | RAP | |
Antimony | 0.2 | 0.7 |
Arsenic | 15.2 | 0.6 |
Beryllium | – | 1.4 |
Cadmium | 0.11 | 8.5 |
Calcium | 70,350 | – |
Cobalt | 10.5 | 14.1 |
Chromium (total) | 21.1 | 36.4 |
Iron | 13300 | 185 |
Magnesium | 4750 | – |
Manganese | 4.5 | – |
Nickel | 11.5 | 25.1 |
Lead | 0.8 | 4.5 |
Silicon | 185,150 | – |
Copper (total) | 19.5 | 11.6 |
Tin | 4.4 | 2.8 |
Vanadium | 4.59 | 3.1 |
Zinc | 70.5 | 15.7 |
Parameters | Unit | Value | Standard |
---|---|---|---|
Bitumen | |||
Penetration @ 25 °C | dmm | 68 | EN 1426 |
Softening point | °C | 48.8 | EN 1427 |
Dynamic viscosity @ 150 °C | Pa s | 0.25 | EN 13702 |
Bituminous Emulsion | |||
Water content | % | 40 | EN 1428 |
pH value | – | 4.2 | EN 12850 |
Settling tendency at 7 days | % | 5.8 | EN 12847 |
Cement | |||
Initial setting time | min | 112 | EN 196-3 |
Compressive strength at 2 days | MPa | 27.8 | EN 196-1 |
Compressive strength at 28 days | 61.2 | ||
Volume constancy | mm | 0.52 | EN 196-3 |
Components | Unit | Asphalt Mixtures | ||
---|---|---|---|---|
HMA | HMAJ | CRAJ | ||
Grading Composition | ||||
Limestone 31.5–10 mm | % | 9 | 9 | 11 |
Limestone 6–12 mm | % | 32 | 32 | 7 |
Limestone 3–6 mm | % | 31 | 31 | – |
Limestone sand | % | 24 | 24 | 2 |
Limestone filler | % | 4 | – | – |
JGW filler | % | – | 4 | 4 |
RAP | % | – | – | 76 |
Binders by Total Weight of the Aggregates | ||||
Bitumen | % | 3.8 | 4.30 | – |
Bitumen emulsion | % | – | – | 5 |
Cement | % | – | – | 0.5 |
Water | % | – | – | 5 |
Mastic | ||||
f/b ratio | – | 1.05 | 0.93 | 1.14 |
Volumetric Properties | ||||
Bulk density | g/cm3 | 2.52 | 2.51 | 2.52 |
Air void content | % | 4 | 4 | 9 |
Test Parameters | Unit | Value |
---|---|---|
Loading pulse rise-time (see “c” in Figure 12) | ms | 120 |
Rest period (see “d” in Figure 12) | ms | 3000 |
Pulse repetition period | ms | 3000 |
N° conditioning pulses | – | 10 |
Target temperature | °C | 10 |
Estimated Poisson’s ratio | – | 0.35 |
Target horizontal deformation | μs | 47 |
Asphalt Mixtures | ITSM at 10 °C (MPa) | Δ (%) | ITSM at 25 °C (MPa) | Δ (%) | ITSM at 40 °C (MPa) | Δ (%) |
---|---|---|---|---|---|---|
HMA | 15,500 | – | 7350 | – | 3960 | – |
HMAJ | 16,300 | 5 | 8730 | 18.7 | 4500 | 13.6 |
CRAJ | 16,820 | 8.5 | 9420 | 28 | 5610 | 41.6 |
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Russo, F.; Veropalumbo, R.; Biancardo, S.A.; Oreto, C.; Scherillo, F.; Viscione, N. Reusing Jet Grouting Waste as Filler for Road Asphalt Mixtures of Base Layers. Materials 2021, 14, 3200. https://doi.org/10.3390/ma14123200
Russo F, Veropalumbo R, Biancardo SA, Oreto C, Scherillo F, Viscione N. Reusing Jet Grouting Waste as Filler for Road Asphalt Mixtures of Base Layers. Materials. 2021; 14(12):3200. https://doi.org/10.3390/ma14123200
Chicago/Turabian StyleRusso, Francesca, Rosa Veropalumbo, Salvatore Antonio Biancardo, Cristina Oreto, Fabio Scherillo, and Nunzio Viscione. 2021. "Reusing Jet Grouting Waste as Filler for Road Asphalt Mixtures of Base Layers" Materials 14, no. 12: 3200. https://doi.org/10.3390/ma14123200