A Review of Eco-Friendly Road Infrastructure Innovations for Sustainable Transportation
Abstract
:1. Introduction
- An analysis of the innovations and technologies employed in eco-friendly road infrastructure.
- An assessment of how these innovations is being integrated into current road infrastructure projects.
- Identification of the challenges and future directions in eco-friendly road infrastructure research.
2. Methodology
2.1. Search Strategy
2.2. Inclusion and Exclusion Criteria
2.3. Study Selection Process
2.4. Quality Assessment
3. Results
3.1. Search Results
3.2. Sources and Characteristics of Journal Articles
3.3. Summary of Journal Articles Included in the Review
4. Eco-Friendly Road Infrastructure in the Context of Sustainable Transportation Research Areas
4.1. Sustainable Practices in Road Infrastructure
4.1.1. Sustainable Materials
4.1.2. Eco-Friendly Asphalt Pavement and Construction Technology
4.2. Waste Management and Environmental Impact
4.3. Evaluation and Management
4.4. Policy, Regulation, and Advanced Technologies
4.5. AI, Machine Learning, and Intelligent Transportation Systems (ITSs) in Road Infrastructure
5. Challenges and Future Directions in Eco-Friendly Road Infrastructure
5.1. Challenges
5.1.1. High Costs and Economic Viability
5.1.2. Technical and Performance Issues
5.1.3. Regulatory and Standardization Gaps
5.1.4. Public Acceptance and Awareness
5.1.5. Integration of Advanced Technologies
5.1.6. Environmental and Climate Resilience
5.2. Future Directions
5.2.1. Innovative Materials and Technologies
5.2.2. Life Cycle and Environmental Impact Analysis
5.2.3. Regulatory Frameworks and Standards
5.2.4. Public Engagement and Education
5.2.5. Integration of Intelligent Transportation Systems (ITSs)
5.2.6. Climate Resilience and Adaptation
5.2.7. Collaborative Research and Development
5.3. Strengths and Limitations
6. Conclusions
Author Contributions
Funding
Data Availability Statement
Acknowledgments
Conflicts of Interest
References
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S/NO | Keywords Searched | Scopus | Wos | Science Direct | Total |
---|---|---|---|---|---|
1 | TITLE-ABS-KEY (“Eco-Friendly” AND “Road Infrastructure”) | 22 | 12 | 313 | 347 |
2 | TITLE-ABS-KEY (“Sustainable Transportation “AND “Road Infrastructure”) | 27 | 9 | 430 | 466 |
3 | TITLE-ABS-KEY (“Innovation” AND “Road Infrastructure” AND “Sustainable Transportation”) | 1 | 9 | 160 | 170 |
50 | 30 | 903 | 983 |
Author/Year | Objectives | Validity | Reliability | Citations | Quartile |
---|---|---|---|---|---|
The citation is extracted and considered | Did the research have a clear objective relating to eco-friendly road infrastructure? | To what extent did the research accomplish its aims? (rate from high to low) | Likelihood of being able to replicate the findings? (rate from high to low) | How many citations does it have? | What is the ranking of the journal? |
Example: Yu et al., 2024 | Example: Carbon footprint of urban road networks | Example: High | Example: High | Example: 136 | Example: Q1 |
S/No | Title of Journal | Articles Per Journal | Cite Score | Impact Factor |
---|---|---|---|---|
1 | Construction and Building Materials | 55 | 13.8 | 7.4 |
2 | Journal of Traffic and Transportation Engineering (English Edition) | 4 | 13.6 | 7.9 |
3 | Case Studies in Construction Materials | 4 | 7.6 | 6.2 |
4 | Journal of Road Engineering | 3 | 5.1 | - |
5 | Transportation Research Interdisciplinary Perspectives | 4 | 12.9 | - |
6 | Journal of Building Engineering | 3 | 10.0 | 6.4 |
7 | International Journal of Transportation Science and Technology | 3 | 7.2 | - |
8 | Advanced Engineering Informatics | 2 | 12.4 | 8.8 |
9 | Procedia CIRP | 3 | 3.8 | |
10 | Renewable Energy | 3 | 18.4 | 8.7 |
S/No | Study | Focus | Key Findings | Research Gaps |
---|---|---|---|---|
1 | Yu et al., 2024 | Machine learning (GBDT) prediction model, case study of Nanjing | Framework assesses carbon footprint of urban road networks from production to maintenance; model predicted 2021 material stock with <2% error | Model validation is limited to Nanjing; needs broader application to confirm effectiveness |
2 | S. Yang et al., 2024 | Incorporation of sodium hydroxide pre-treated crumb rubber and Vestenamer TOR | Investigated performance of composite-modified asphalt with pre-treated crumb rubber; Vestenamer TOR improved cracking resistance; | Further research is needed on long-term performance and large-scale application |
3 | Wetekam and Mollenhauer, 2024 | Modified FTIR method for identifying substances in reclaimed asphalt | The FTIR method identifies PAH-contaminated samples, SBS modification, viscosity-changing organic additives in RA | Further validation and refinement needed to enhance accuracy and reliability |
4 | Vinodhini and Sidhaarth, 2024 | Detection of potholes using transfer learning, CNN | The proposed method achieves 96% accuracy in detecting potholes: valuable for ITS services and road management systems | Comparison with other state-of-the-art detection algorithms needed |
5 | Siva Rama Krishna et al., 2024 | Optimization of inverted pavement using the Box–Behnken method, LCCA/LCA | Studied critical factors affecting inverted pavement performance; optimized pavement thickness/material properties; and demonstrated benefits in cost and carbon emissions reduction | Validation in diverse traffic and environmental conditions required; comprehensive long-term performance analysis needed |
6 | Shan et al., 2024 | Multimodal data fusion for road infrastructure perception | Proposed lightweight neural network for multimodal image segmentation; improved segmentation of road materials, and mIoU index improved by 4.2% compared to RGB images | Practical implementation and scalability of multimodal data fusion methods |
7 | Que et al., 2024 | Macroscopic and microscopic experiments on soil tuff-modified tailings | Demonstrated soil tuff’s effectiveness in improving lead–zinc tailings as subgrade fillers; enhanced structural stability, | Long-term performance validation required; broader comparison with other modification methods needed |
8 | Puma et al., 2024 | Case studies on material reuse (structural steel and slag) in construction | Highlighted benefits of reclaimed steel and slag in waste reduction; showcased eco-friendly housing, adaptive reuse, asphalt applications; and promoted circular economy principles | Comparison with other sustainable construction practices and scalability required |
9 | Ouni and Ben Abdallah, 2024 | ARDL bounds test and VECM Granger causality test in Tunisia’s transport sector | Analyzed relationship between poverty, economic growth, energy consumption, urbanization, trade openness, and road infrastructure | Focused on Tunisia |
10 | Nandi et al., 2024 | Utilization of RAP aggregates in precast concrete paver blocks (CPBs) | Studied wollastonite and jarosite as cement substitutes; improved flexural strength, tensile splitting strength, abrasion resistance | Limited improvement in compressive strength, permeable voids, and water absorption |
11 | Q. Liu et al., 2024 | Life cycle assessment framework for quantifying carbon emissions | Introduced practical model system for capturing CEs across asphalt pavement lifespan | Variation in emission estimates for construction machinery |
12 | Kurniawan et al., 2024 | Case study, comparative analysis of digitalization-based waste recycling | Digital revolution in Hainan achieved 90% waste avoidance through optimized recycling and decreased GHG emissions | Implementation in Lombok depends on socio-economic conditions and digital readiness |
13 | W. Jiang et al., 2024 | Experimental study using Fluorescence Microscopy, FTIR | Polyurethane-modified asphalt exhibits superior thermal performance, cryogenic stability, and improved flexibility | Long curing reaction time and resting conditions for optimal results |
14 | Jahanbakhsh et al., 2024 | Experimental evaluation using mechanical testing and Gray Relation Analysis (GRA) | Conductive additives like steel slag improve mechanical properties and heating rates of asphalt; steel slag mixtures are more sustainable and cost-effective | Conductive materials for enhanced sustainability |
15 | Hatami-Marbini et al., 2024 | Nonparametric frontier analysis (Data Envelopment Analysis) to measure environmental performance in transport | EU countries’ transport sector emissions are major contributors to global emissions; top methodologies include Data Envelopment Analysis and emission analysis | Comprehensive environmental performance assessment |
16 | Guo et al., 2024 | Custom-designed dynamic water scouring simulation apparatus, GM (1,N) damage prediction model | Combined salt erosion and dynamic water scouring significantly impact short-term performance of asphalt; CH4N2O has the most pronounced effect on water damage | Need for more studies on long-term effects and mitigation strategies for salt erosion and dynamic water scouring |
17 | Fadugba et al., 2024 | Experimental tests on citric acid-treated natural fibers in soil | Sawdust-treated soil exhibits significant improvements in density, compressive strength, shear strength, and CBR | Exploration of other natural fibers and treatment methods |
18 | Elassy et al., 2024 | Examination of Intelligent Transportation System (ITS) components and recent advancements | ITS components like Vehicular Ad hoc Networks and intelligent traffic lights improve transport efficiency and safety; case studies demonstrate benefits in urban areas | Security and privacy challenges need to be addressed |
19 | Deo et al., 2024 | Laboratory investigation using reflectance spectroscopy for moisture and diesel detection | Reflectance spectroscopy effectively detects moisture and diesel on asphalt; binary formulations developed for practical assessment | Development of real-time monitoring technologies |
20 | Cervantes Puma et al., 2024 | Case study analysis of material reuse in construction | Reclaimed structural steel and slag reduce waste, conserve energy, and lower GHG emissions; demonstrated benefits in eco-friendly housing and road construction | Challenges in material recovery due to building design |
21 | Cano-Ortiz et al., 2024 | Development of public dataset and deep learning models for road assessment | Proposed dataset enhances model training for defect detection; YOLOv5 sub-models optimized for detection efficiency; and new pavement condition index (ASPDI) aids in maintenance decision-making | Limited availability of real-world datasets |
22 | Bhalerao et al., 2024 | Development of HCV emission inventory for India based on stakeholder inputs | Introduction of BS-VI standards and anticipated BS-VII standards significantly reduce emissions by 2035; efficient commercial vehicle usage improves despite marginal increase in HCV population | Consideration of other vehicle types and transport modes for comprehensive pollution reduction strategies |
23 | Adresi et al., 2024 | Evaluation of different weigh-in-motion (WIM) systems | Various WIM systems and sensors enhance vehicle weight measurement accuracy; potential applications in traffic monitoring and road safety improvements | Analysis of WIM systems under different road and traffic conditions |
24 | Zhu et al., 2023 | Mechanical tests, interfacial adhesion tests, and Digital Image Correlation | Self-adhesive basalt fiber mesh geotextiles enhance asphalt pavement strength and crack resistance; maximum tensile strength of 3.599 kN, 34% higher than plain fabric; and improved adhesion to asphalt by 14.54% | Need for real-world testing to validate lab results |
25 | Zhang et al., 2023 | Material flow and stock analysis; ARIMAX, SVR, hybrid ARIMAX-SVR, MLR, ANN, and RF models for forecasting | Japan ‘s total road material stock increased 5.5-fold from 1965 to 2020; aggregate dominated materials; forecasting revealed varied patterns across regions; and SSP5 scenario showed the highest expected road material stock | Limited to Japan; forecasting accuracy depends on the model and scenarios used |
26 | Xing et al., 2023 | Atomic Force Microscopy (AFM) and PF-QNM mode for nanomechanical properties analysis | Internal phases of SBS-modified bitumen identified, no new phases created, but existing phases’ proportions altered; addition of fillers slightly changed phase distribution | Focus on lab-scale analysis; real-world implications need further investigation |
27 | Wulandari et al., 2023 | Marshall test method, comparison of four types of emulsified asphalt | CRS-2 not recommended due to low stability; CQS-1h recommended for heavy traffic in Indonesia for high stability at early age | Limited to Indonesia |
28 | Wang et al., 2023 | Mapping of material stock, analysis of spatial planning and recycling | Spatial planning can reduce road material stocks and associated GHG emissions; urban mining and recycling can significantly cut emissions | Focus on Belgium; need for broader application and validation in different contexts |
29 | Vescovi et al., 2023 | Evaluation of IOT as supplementary cementitious material | IOT as a partial replacement for clinkers in Portland cement is viable, improving sulfuric acid resistance and reducing CO2 emissions | Variation in IOT composition impacts results |
30 | Slebi-Acevedo et al., 2023 | Experimental PA mix evaluation, statistical analysis, PCA, AHC | PA mixes with up to 28% air voids can meet resistance requirements: use of PMB, fibers, and hydrated lime essential for improved mix formulation | Performance data: specific climate conditions not addressed |
31 | Silva et al., 2023 | UAV images, deep learning for road damage detection | YOLOv7 achieved 73.20% [email protected], demonstrating high efficiency and accuracy in road damage detection | Need for broader dataset |
32 | Shanmugasundaram and Shanmugam, 2023 | OPC addition to MMT, various strength and durability tests | OPC addition increases strength of OPC-MMT mixes; stabilized mixes meet environmental limits and show improved durability | Environmental impact of higher cement use not fully explored |
33 | Roja et al., 2023 | Performance evaluation of asphalt mixtures, Circly, PerRoad, and MEPD methods | Stiff mixes with PG 82E-10 binder beneficial for medium traffic levels; French EME mix recommended for base layers in heavy traffic roads | Specific to Qatar |
34 | Ranjbar et al., 2023 | Development of a drone-based platform for road monitoring, computer vision techniques | Effective road detection and segmentation using UAVs, with optimized real-time processing capabilities | Evaluation limited to urban areas; broader application needed |
35 | Polo-Mendoza, Mora et al., 2023 | Life cycle assessment (LCA) and life cycle cost analysis (LCCA) for pavement alternatives | Perpetual pavements (PPs) offer less environmental damage and higher cost-efficiency compared to Conventional Flexible Pavements (CFPs) and Conventional Rigid Pavements (CRPs) | Case study limited to Barranquilla, Colombia |
36 | Polo-Mendoza, Martinez-Arguelles et al., 2023 | Proposal and evaluation of WMA-RCA mix design methods | WMA-RCA mixes can improve sustainability, but optimal design conditions need careful adjustment due to RCA‘s impact on mix properties | Need validation of proposed methods |
37 | Makoundou et al., 2023 | Laboratory and field tests, evaluation of mechanical properties | Developed a cold, highly rubberized asphalt mixture that reduces fall-related injuries and retains performance over time; significant improvement in impact-attenuation and durability | Future research needed for large-scale implementation and long-term maintenance |
38 | Majdoubi et al., 2023 | Preparation and testing of geopolymer-reinforced PG composites | Enhanced mechanical properties and self-healing capabilities due to PG addition; developed composites exhibit lower heavy metals leaching | Long-term performance and broader industrial applications |
39 | Lu et al., 2023 | Development and testing of self-cleaning pavement coatings | Hydrophobically modified TiO2 and silicone resin enhance self-cleaning and environmental performance. | Permeability is affected by SCPC spraying |
40 | Liu et al., 2023 | Development and testing of eco-friendly materials using RBP and FBCF | EFMSIB material demonstrates significant strength and self-consolidation properties, effective heavy metal containment | Long-term performance and large-scale applicability |
41 | Licitra et al., 2023 | Acoustic performance evaluation using the CPX method | Variability in acoustic performance of pavements; potential for optimization in road asset management | Need for broader dataset and extended analysis |
42 | Lee et al., 2023 | Fatigue and reflection crack performance tests, evaluation of modified asphalt mixtures with epoxy and crumb rubber | Modified asphalt mixtures show improved fatigue crack resistance and reduced load reduction; optimal for aged concrete overlays | Long-term performance and large-scale implementation need further study |
43 | Kumar et al., 2023 | Preparation and testing of e-waste-modified bitumen, evaluation of physical and rheological properties | Optimal 2.5 wt% e-waste improves blending and rheological properties of bitumen, meeting VG40 standards | Need for large-scale implementation and environmental impact assessment |
44 | Makoundou et al., 2023 | Laboratory and field tests, evaluation of mechanical properties | Developed a cold, highly rubberized asphalt mixture that reduces fall-related injuries and retains performance over time; | Implementation and long-term maintenance |
45 | Majdoubi et al., 2023 | Preparation and testing of geopolymer-reinforced PG composites | Enhanced mechanical properties and self-healing capabilities due to PG addition; developed composites exhibit lower heavy metals leaching | Broader industrial applications |
46 | Lu et al., 2023 | Development and testing of self-cleaning pavement coatings | Hydrophobically modified TiO2 and silicone resin enhance self-cleaning and environmental performance. | Permeability is affected by SCPC spraying |
47 | Liu et al., 2023 | Development and testing of eco-friendly materials using RBP and FBCF | EFMSIB material demonstrates significant strength and self-consolidation properties, effective heavy metal containment | Long-term performance and large-scale applicability |
48 | Licitra et al., 2023 | Acoustic performance evaluation using the CPX method | Variability in acoustic performance of pavements, potential for optimization in road asset management | Need for broader dataset and extended analysis |
49 | Lee et al., 2023 | Fatigue and reflection crack performance tests, evaluation of modified asphalt mixtures with epoxy and crumb rubber | Modified asphalt mixtures show improved fatigue crack resistance and reduced load reduction, optimal for aged concrete overlays | Long-term performance and large-scale implementation need further study |
50 | Kumar et al., 2023 | Preparation and testing of e-waste-modified bitumen | Optimal 2.5 wt% e-waste improves blending and rheological properties of bitumen, meeting VG40 standards | Environmental impact assessment |
51 | Kashaganova et al., 2023 | Study of fiber-optic sensors based on fiber Bragg grating for road surface monitoring | Improved accuracy in monitoring deformation, stress, displacement, and temperature; reliable for road surface monitoring and predicting pavement service life | Long-term application in different environmental conditions |
52 | Jiang et al., 2023 | Uniaxial compression test, MMLS3 accelerated loading test, and full-scale finite element simulation | ASP pavement structure (SMA-13, Q345D steel, ABS plastic) demonstrates superior strain behavior and load-bearing capacity, enhancing road durability | Long-term performance and large-scale implementation require further research |
53 | Huang et al., 2023 | Performance characterization tests, high temperature dynamic water scouring experiment | DFPM with de-icing agents and fibers shows good permeability and de-icing properties; recommended for practical applications | Further research needed for long-term performance under different climatic conditions |
54 | Hossain, 2023 | Proposal of underground maglev transportation infrastructure | Innovative maglev system proposed for zero greenhouse gas emissions and improved sustainability | Development for practical implementation required |
55 | Gaudenzi et al., 2023 | Overview of lignin use in bituminous binders, LCA analysis | Lignin is a viable renewable material for bituminous pavements with environmental benefits | Multi-scale approach and further field application |
56 | Fagerholt et al., 2023 | Mixed-method approach, interviews, surveys, and workshops | Identified drivers and barriers for CCAM deployment in Norway, provided policy recommendations | Strategies and increased cooperation in CCAM deployment |
57 | Dziedzic and Glinicki, 2023 | Experimental tests on concrete mixtures, evaluation of ASR-induced expansion | Use of marginal fine aggregates and blast furnace slag improves concrete durability | Need for further studies on long-term effects and broader applications |
58 | Dulaimi et al., 2023 | Investigation of CAEM properties, use of waste alkaline solutions and GGBFS | GCAE with waste alkaline solution shows potential for improved performance and sustainability | Further research needed for practical application and performance validation |
59 | Dong et al., 2023 | Laboratory tests on lignin-stabilized loess | Lignin improves loss of strength and stability, suitable for soil modification | Performance in different environmental conditions |
60 | Din et al., 2023 | Analysis of the relationship between road transportation and environmental sustainability | Road infrastructure and density positively impact environmental sustainability, while road transportation energy consumption and energy intensity negatively affect it | Sustainable transportation solutions and policies needed in densely populated areas |
61 | Deb and Singh, 2023 | Laboratory tests on CMA with FA and RHA fillers, evaluation of Marshall stability | Replacing SD with RHA and FA improves Marshall stability, tensile strength, and moisture susceptibility; FA is the most cost-effective filler | Need for large-scale implementation and further cost analysis |
62 | de Medeiros et al., 2023 | Physical analyses, SUPERPAVE design, and mechanical performance tests | Asphalt mixtures with marble and granite waste show superior mechanical performance, similar production costs to control mixtures | Further research on long-term performance and environmental impact |
63 | Das et al., 2023 | Proposal and evaluation of Qi-ACO algorithm for sustainable 4DTSP with emission constraints | Qi-ACO algorithm effectively balances travel costs and emissions, suitable for sustainable transportation planning | Testing and adaptation in different fields like ship routing and supply chain problems |
64 | Covilla-Varela et al., 2023 | Evaluation of RCA in HMA and WMA, performance tests LCA and LCCA | 15% RCA content in asphalt mixtures is optimal for mechanical performance and cost-effectiveness; higher amounts cause deterioration | Assessment of different RCA sources and long-term performance |
65 | Zahid et al., 2022 | Experimental investigation of nanomaterials (CNT and NC) in HMA | CNT and NC enhance dynamic modulus, stability, rut resistance, and moisture resistance; optimal mix: 1.5% CNT and 6% NC | Need for field validation and assessment of long-term performance |
66 | Yan et al., 2022 | Experimental evaluation of ERB- and WCO-modified asphalt, various performance tests | ERB and WCO improve high- and low-temperature stability, water stability, and aging resistance; optimal mix: 4% WCO + 18% ERB | Further research on long-term durability and large-scale applications |
67 | Vakili et al., 2022 | Assessment of lignosulfonate and polypropylene fiber in marl soil | Lignosulfonate and PP fibers improve soil durability and mechanical characteristics, forming stronger bonds | Need for field testing and long-term performance evaluation |
68 | Tchappi et al., 2022 | Development of a dynamic traffic model using the holonic multilevel approach, simulation scenarios | Proposed model improves simulation accuracy and computational efficiency | Requires validation in real-world traffic systems and more complex scenarios |
69 | Strieder et al., 2022 | Laboratory and field tests on pervious concrete with CDW, analysis of mechanical and hydraulic properties | RCA improves hydraulic properties but reduces mechanical behavior; field performance mostly consistent with lab results | Need for stricter control of material properties and long-term performance assessment |
70 | Sha, Jiang et al., 2022 | Analysis of HZMB pavement design, construction, and operation challenges | Proposes GMA-10 + SMA-13 for steel deck, warm-mix flame retardant asphalt for tunnels, and BJ200 for expansion joints | Requires further field validation and adaptation for other sea-crossing infrastructures |
71 | Rust et al., 2022 | Evaluation of substandard materials with nano-silane-modified bitumen emulsions | Stabilization with nano-silane-modified bitumen emulsion is cost-effective and reduces construction effort | Need for broader application and long-term performance evaluation |
72 | Rebelo et al., 2022 | Data mining techniques for predicting ITSR of asphalt mixtures, sensitivity analysis | SVM is the best predictive model, binder content most influences water sensitivity | Further research on other influencing parameters and broader dataset validation |
73 | Polo-Mendoza et al., 2022 | Life cycle assessment (LCA) and statistical analysis to determine optimal RCA content in WMA | Established a methodology to optimize WMA design with RCA, identified variables affecting environmental impact | Environmental evaluations of RCA in WMA to avoid excessive RCA content |
74 | Pamucar et al., 2022 | Ordinal priority approach under picture fuzzy sets (OPA-P), case study, and validation analysis | Developed OPA-P to rank sustainable freight transportation alternatives, validated model stability | Need for further real-world application and validation in different contexts |
75 | Omur et al., 2022 | Comparative study of NaOH and KOH as alkaline activators for slag mortars | KOH improves fluidity and compressive strength, NaOH reduces setting time and shrinkage; both activators’ higher molarity decreases porosity | Need for further research on long-term durability and field performance |
76 | Mushtaq et al., 2022 | Response surface methodology (RSM) based on the Box–Behnken design to optimize polymer-modified asphalt mixtures | PE polymers improved Marshall characteristics compared to PET; RSM effectively optimized polymer content for better performance | Need for large-scale application and long-term performance studies |
77 | Mazhoud et al., 2022 | Laboratory tests, simulations, and finite element models for integrating wireless inductive charging in pavements | Validated mechanical behavior of pavement with inductive charging, identified overheating risks | Need for further investigation into overheating and long-term performance |
78 | Li et al., 2022 | PSO-GRU neural network for predicting pavement performance, analysis with RF algorithm | PSO-GRU model improves prediction accuracy, effective for pavement quality index prediction | Need for broader dataset validation and real-world implementation |
79 | Kumari et al., 2022 | Life cycle cost analysis (LCCA) and Environmental Impact Analysis (EIA) of concrete and asphalt roads | Concrete roads are 20% more economical over 30 years, have lower maintenance and environmental impact | Need for more detailed environmental impact assessments and broader regional studies |
80 | Kleizienė et al., 2022 | Evaluation of nanoSiO2 and nanoTiO2 in rejuvenators for aged PMB, physical and rheological tests | Improved soft bitumen with 6% nanoTiO2 showed promising results for long-term aging resistance | Need for further validation on rejuvenator ‘s ability to restore SBS and protect from degradation |
81 | Jamal and Giustozzi, 2022 | FTIR spectroscopy and rheological tests on UV and PAV-aged neat and crumb rubber-modified bitumen (CRMB) | CRMB enhances aging resistance against UV and PAV, limiting level of aging | Further research on long-term field performance and impact of different environmental conditions |
82 | Ingrassia and Canestrari, 2022 | Fatigue behavior comparison of bio-asphalt and conventional mixtures, VECD analysis | Bio-asphalt showed less severe long-term aging, benefits in fatigue performance | Need for field validation and comparison of life cycle costs |
83 | Hou et al., 2022 | Long-term monitoring and deep learning models | Deep learning models outperform traditional methods, BiLSTM-CNN achieves highest prediction accuracy | Application and validation in different infrastructure projects |
84 | Hamla et al., 2022 | Modeling mechanical and physical tests, SEM, and XRD analysis on RCSC | High DS and CS rates in RCSC improve compressive and tensile strengths, increase compactness | Need for broader application and long-term performance studies |
85 | Gulisano et al., 2022 | Investigation of piezoresistive behavior of conductive asphalt with EAFS and GNPs | Asphalt with EAFS and 7 wt% GNPs exhibited excellent self-sensing properties for traffic monitoring | Real-world application and long-term performance |
86 | Barbieri et al., 2022 | Repeated load triaxial and cyclic triaxial tests, rolling bottle test on synthetic fluid-treated aggregates | Synthetic fluid significantly improves mechanical properties and water resistance of aggregates | Need for further field validation and long-term performance studies |
87 | Autelitano et al., 2022 | Laboratory and full-scale validation of bio-based thermo-sensitive NaCl brine for anti-icing | Bio-based saline hydrogel effectively fills surface voids without permeating, maintaining pavement friction | Long-term performance evaluation |
88 | Adjei et al., 2022 | Survey and analysis of social acceptance of e-mobility in Ghana | High demand for electrically powered motorbikes, significant factors influencing social acceptance identified | Assessment of long-term social acceptance and usage patterns |
89 | B. Yang et al., 2021 | Cantabro tests, leaching tests on porous asphalt mixtures with various fillers | Diatomite and bauxite residues improve raveling resistance; asphalt film reduces metal pollutant leaching | Environmental impact of industrial solid wastes in porous asphalt pavements |
90 | Wang et al., 2021 | Analysis of hydration and distribution of luminescent powder in SLCCM | Optimal LP content (20–25 wt%) improves mechanical properties and brightness decay resistance | Long-term performance and broader application in road self-illumination |
91 | Rivera et al., 2021 | Characterization and comparison of regular polymer-modified and HiMA asphalt, aging tests | HiMA asphalt shows enhanced long-term mechanical performance compared to conventional polymer-modified binders | Performance assessment |
92 | Nassar et al., 2021 | Study of eco-friendly binders using WCO and WP, physical and rheological property analysis | GBA with 40% WCO and 60% WP shows optimal physical and rheological properties | Performance and large-scale implementation |
93 | Kakar et al., 2021 | Blending waste polyethylene with conventional asphalt binder; DSC, TGA, FTIR, ESEM, and DSR tests | Waste PE improves high-temperature performance and rutting resistance; low-temperature modulus comparable | High-temperature storage stability needs attention |
94 | Ciaburro et al., 2021 | Experimental investigation on sound-absorbing asphalts; numerical simulation using ANN | Neural network model accurately predicts sound absorption coefficient | Field validation and application studies |
95 | Chompoorat et al., 2021 | Experimental stabilization of dredged sediment with OPC and FA | Optimal FA content improves strength and stiffness of stabilized sediments | Empirical correlations for design parameters need further validation |
96 | Ru Chen et al., 2021 | Development and testing of flame-retarded warm-mix epoxy asphalt binders | Improved fire retardancy, lower viscosity, increased Tg, and better thermal stability with RPFR | Slight decrease in break elongation with RPFR inclusion |
97 | J. Chen et al., 2021 | Comprehensive literature review of pavement engineering research | Summarized innovations in materials, performance modeling, multi-scale mechanics, and sustainable and intelligent pavements | Need for further research on integrating new technologies into practical applications |
98 | Birgin, D’alessandro et al., 2021 | Development of a piezoresistive composite pavement material for WIM systems | New composite material shows promising sensing capabilities for traffic detection and WIM | Need for field validation and real-world implementation |
99 | Bevacqua et al., 2021 | Non-destructive rehabilitation method using selective heating for self-healing asphalt | Deep, selective, adaptive, and non-invasive healing of asphalt pavements through electromagnetic fields | Need for further field validation and real-world application studies |
100 | Autili et al., 2021 | Development of a choreography-based service composition platform for UTC application | Successful use of CHOReVOLUTION IDRE for eco-driving services; improved transport performance | Evaluation of long-term benefits |
101 | Adesina John et al., 2021 | On-site qualitative interviews and GIS analysis for sustainable mobility strategies in Lagos | Eco-mobility strategies reduce transportation impacts, improve commuter safety and comfort | Policy framework implementation and long-term evaluation |
102 | Terrones-saeta et al., 2020 | Use of industrial waste materials | Optimal combination of materials improves mechanical properties; sustainable and porous asphalt mixture developed | Broader field application and long-term performance studies |
103 | Slebi-Acevedo et al., 2020 | OGFCs reinforced with nylon and polypropylene fibers; DOE and multi-objective optimization | Nylon fibers improve abrasion resistance; the best design involves nylon fibers, 4.80% binder content, 0.06% fiber content | Need for broader implementation and field validation |
104 | Si et al., 2020 | FEM analysis of asphalt pavement with and without PCM | PCM shows potential for thermal regulation; LHATV and LHTI effective indices | Large-scale application and long-term effects of PCM in pavement |
105 | Shao and Khreishah, 2020 | Vehicle positioning system with photodiodes, LCD shutter, triangulation, and dead reckoning | Achieves sub-meter level location accuracy for lane-level and in-lane positioning | Further validation needed in diverse environments and conditions |
106 | Shah et al., 2020 | Compaction energy methods, ANN analysis with alum sludge as soil stabilizer | 8% alum sludge improves soil strength at low compaction energy (600KN-m/m3) | Needs further field trials to validate laboratory findings |
107 | Rodríguez-Fernández et al., 2020 | Mechanical tests, LCA, and LCCA for sustainable porous asphalt mixtures | Sustainable mixes reduce environmental and economic impacts by 12–15% | Long-term performance and broader applicability needed |
108 | Peduto et al., 2020 | Multi-source data-driven method, DInSAR, and geotechnical modeling | Forecasting settlement scenarios supports informed maintenance decisions | Needs real-world application and validation |
109 | Olayode et al., 2020 | ANN for traffic volume reduction in mixed traffic conditions | ANN model effectively reduces traffic congestion | Requires further validation in different traffic conditions |
110 | Ogando-Martínez et al., 2020 | Model calibration, Radiance and GenOpt algorithm | Achieves 13% error in illuminance and luminance calculations | Further validation in diverse urban environments needed |
111 | Nowoświat et al., 2020 | Testing of thin emulsion mat micro surfacing on SMA, CPX | Micro surfacing reduces noise exposure by 30 m during the day and 50 m at night | Needs long-term studies to confirm durability and performance |
112 | Mirzanamadi et al., 2020 | Hybrid 3D and 2D numerical simulations for HHP system | HHP system is effective for anti-icing and solar energy harvesting | Needs field trials to validate simulation results |
113 | Maduekwe et al., 2020 | LEAP model for ASI policy measures in Lagos | ASI measures can significantly reduce emissions if vehicle age and growth rates are controlled | Needs policy implementation and monitoring for real-world impact |
114 | Foteinis et al., 2020 | Industrial-scale LCA of second-generation biodiesel | Biodiesel from used cooking oil has lower environmental footprint compared to petrol and diesel | Needs optimization of collection and processing logistics |
115 | Ciampa et al., 2020 | Study of CDW and EAF slag mixtures for road construction | CDW mixtures show good mechanical properties and environmental sustainability | Needs further testing and validation in large-scale applications |
116 | Chevalier and Charlemagne, 2020 | Survey and analysis of children ‘s transportation safety in Shanghai | Simple infrastructure improvements can enhance safety and comfort for children | Broader application and validation of proposed solutions |
117 | Vuong et al., 2019 | ARDL and NARDL on 50 years’ time series data | Road construction reduces falling dust and CO, increases NO2 and O-x emissions | Exploration of green policies’ effectiveness on different pollutants |
118 | Sutandi et al., 2019 | ICT application evaluation, cross-tabulation analysis | ICT improves bus service response, but punctuality and schedule adherence need improvement | ICT implementation is in early stages |
119 | Z. Sun et al., 2019 | Statistical models, experiments on winter temperature extremes | Weibull and Frechet models fit air temperature data; low-temperature properties of asphalt quantified | Limited to Harbin; needs broader geographic validation |
120 | D. Sun et al., 2019 | City-level data analysis (2003–2015) | Roads reduce pollution when eco-industrial parks are nearby; spurs green innovation | Mechanisms behind road impact on pollution |
121 | Steyn and Maina, 2019 | Accelerated pavement testing (APT) | AVs may lead to different pavement behaviors; guidelines for AV-related APT developed | More APT focused on AV operations |
122 | Priyanka et al., 2019 | Laboratory tests on Superpave mixtures | Proposed mixtures for perpetual pavement show improved fatigue and rutting resistance | Requires field validation of laboratory findings |
123 | Moody et al., 2019 | Mixed-method study: time-series clustering, qualitative policy profiling | Identifies four city clusters with distinct urbanization/motorization and policy trends | Further research needed to validate findings |
124 | Jullien et al., 2019 | Ecotoxicity/toxicity assessment of granular materials | Significant differences in environmental impact favoring recycled materials | Needs long-term field validation of lab results |
125 | Hu et al., 2019 | Special Volume (SV) of JCPL on sustainability in transportation | Reviewed themes on sustainability from 10th ICPT conference and JCPL submissions | Broad thematic scope and focus on specific sustainable practices |
126 | Gallelli et al., 2019 | VISSIM simulation, genetic algorithm for calibration | Enhanced correlation between observed and simulated traffic conflicts | Simulation fails in unusual driving behavior scenarios. |
127 | Dwaikat, 2019 | Integrative planning approach, SWOT analysis | Proposes strategies for sustainable transportation in developing countries | Needs practical implementation and real-world testing |
128 | Covarrubias et al., 2019 | Rheological–mechanical properties analysis of WMA | Greasy diamide in WMA improves properties while reducing temperature and compaction energy | Needs long-term performance data to confirm findings |
129 | Chen et al., 2019 | LCCA for pavement rehabilitation strategies | SS-PAC shown to be cost-effective over 40-year period | Field performance data |
130 | Caro et al., 2019 | Cement stabilization impact on lateritic soils | Cement stabilization improves mechanical properties for low- to medium-volume roads | Further research needed on long-term durability |
131 | Amin et al., 2019 | GEOPHRIV index, linear programming for M&R | Optimized M&R strategy ensures good road condition with minimal budget | Needs broader geographic application and validation |
132 | Aamir et al., 2019 | CBR test, ANN for alum sludge soil stabilization | Alum sludge significantly improves soil strength at 8% addition | Validation needed to confirm lab results |
133 | Vaezipour et al., 2018 | Simulated driving experiment with 40 drivers | Combined advice and feedback system reduced fuel consumption and improved eco-safe driving | Systems with feedback increased driver workload |
134 | Tattini et al., 2018 | MoCho-TIMES methodology applied to Denmark ‘s transport sector | Modal shift towards transit and non-motorized modes can decarbonize the transportation sector | Requires extensive data and mathematical expressions for accurate modeling |
135 | Schacht et al., 2018 | Development of a multi-layered wearing course system | New surface material concept reduced tire-road noise by more than 8 dB(A) | Study of marketable product and structural feasibility analysis |
136 | Rigot-Müller, 2018 | Analysis of France ‘s écotaxe implementation | Identified reasons for écotaxe failure, including perceived inequities and ad valorem surcharging issues | Retrospective analysis: findings need application in future ETS planning |
137 | Moreno-Navarro et al., 2018 | Rheological and thermal tests on graphene-modified binders | Graphene improved elasticity and reduced thermal susceptibility of asphalt binders | Recovery capacity not as effective as other modifiers like elastomers |
138 | Mishra and Kumar Gupta, 2018 | Experiments on clayey soil with recycled PET fibers and fly ash | Improved shear strength, CBR value, and decreased plasticity index with 1.2% PET and 15% fly ash | Requires field validation for long-term performance |
139 | Mirzanamadi et al., 2018 | Hybrid 3D numerical model for anti-icing with HHP system | Optimal required energy for anti-icing calculated as 106.6 kWh/ (m2 year) | Limited to Östersund; broader climatic data needed |
140 | Jerez et al., 2018 | Characterization of lateritic soil with organosilane | Stabilized soil achieved 533% higher soaked CBR values | Geographic validation needed |
141 | Gusty et al., 2018 | Laboratory testing of Buton Granular Asphalt (BGA) | BGA in porous asphalt showed good stability and tensile strength | Technical constraints in remote areas without asphalt mixing plant |
142 | Gáspár and Bencze, 2018 | DURABROADS project, European-wide survey | Optimized asphalt mixtures with slags, RAP, WMA additive, and nanotechnology showed no negative influence on properties | Needs detailed procedures for production and utilization |
143 | Vleugel and Bal, 2017 | Analysis of urban transport with autonomous cars | Proposed replacement of private cars with shared electric self-driving cars | Needs practical application and policy implementation |
144 | Vaitkus et al., 2017 | Research on low-noise asphalt mixtures for Lithuanian climate | Developed efficient low-noise pavement solutions; positive lab results | Under real traffic and climate conditions |
145 | Tsita and Pilavachi, 2017 | LEAP modeling for Greek road transport decarbonization | Increased penetration of biofuels, electric vehicles, and gas engine vehicles reduced energy consumption and CO2 emissions | High uncertainty in selecting specific options for 2050 |
146 | Stryk et al., 2017 | GPR measurements for pavement diagnostics | Recommendations for performing and evaluating in situ GPR measurements | Needs further comparative measurement and accuracy analysis |
147 | Setyawan et al., 2017 | Laboratory experiment on open-graded asphalt with natural and volcanic gravel | Found optimal bitumen content and improved mechanical properties for both gravels | Compatible only with low volume traffic; needs improvement for standard roads |
148 | Ramalingam et al., 2017 | Laboratory tests on bituminous mixes with sisal fibers | Optimal performance with 15 mm fiber length at 0.05% dosage, improving stiffness modulus, fatigue life, and moisture sensitivity | Further field validation required for diverse environmental conditions |
149 | Pereira and Pais, 2017 | Historical overview and comparison of pavement design methods | Highlighted limitations of empirical methods; presented French, UK, and Shell methods and their challenges | Need for updated and harmonized European pavement design method |
150 | Lastra-González et al., 2017 | Design and characterization of PA mixture with EAF slag and CRM binder | Wax addition decreased manufacturing temperature and improved bitumen modulus without significant mechanical impact | Long-term performance and environmental impact studies needed |
151 | Kambole et al., 2017 | Evaluation of BOF slag in bitumen mixes | Better resilient moduli, rutting, and moisture resistance than natural aggregates; concerns about free lime and heavy metals | Assessment and monitoring of environmental impacts required |
152 | Chomicz-Kowalska and Ramiączek, 2017 | Comparison of compaction methods for recycled mixtures | Hydraulic press method produced over-compacted samples with better strength and water resistance | Calibration of compaction methodology needed for realistic field conditions |
153 | Chen et al., 2017 | Experimental and model analysis of dielectric loss in IPT technology | Dielectric loss effect impacts power transfer efficiency in electrified roads | Prioritization of future research on materials with lower dielectric loss |
154 | Balasubramaniam et al., 2017 | Analysis of sustainable IoV systems | Recommendations for sustainable transportation planning integrating pollution-free systems and road safety | Need for practical implementation and testing of proposed systems |
155 | Yalçiner Ercoşkun, 2016 | Exploration of GIS and ICT in public transport | Positive impact of mobile technology and social media on sustainable mobility and community engagement | Challenges in implementation for disadvantaged groups |
156 | Tabaković et al., 2016 | Development of cold recycling specifications and case study in Ireland | Effective rural road rehabilitation with significant CO2 and cost reductions | Challenges in curing and testing protocols in colder climates |
157 | Setyawan et al., 2016 | Laboratory tests on open-graded asphalt with natural and volcanic gravel | Higher permeability and strength for volcanic gravel; suitable for low volume traffic | Improvements needed for use on standard roads |
158 | Sangiorgi et al., 2016 | Evaluation of waste bleaching clay as filler in PA mixture | Improved ITs, stiffness, and deformation resistance with waste clay compared to traditional filler | Long-term durability and field performance studies needed |
159 | Noh and Baek, 2016 | Development of green highway certification and technologies in Korea | Proposed green highway design, construction, and carbon management system | Requires broader implementation and validation |
160 | Köse et al., 2016 | Exploration of overcompliance in sustainable manufacturing | Identified competitive advantages in overcompliance with emission standards | Consistent regulatory frameworks |
161 | Hernández González and Corral Quintana, 2016 | Participatory approach to transport governance in Tenerife | Identified policy issues and alternatives with stakeholder involvement; validated results through stakeholder discussion | Challenges in achieving consensus and effective policy implementation |
162 | Gáspár et al., 2016 | Quantification methodology, surveys, and decision support model (AHP, TOPSIS) | Identified Stone Mastic Asphalt (SMA) as suitable for different climates | Need for validation through real-world applications |
163 | Bastos et al., 2016 | Chemical, mineralogical, physical characterization, stabilization tests | Iron ore tailings are feasible for road paving when stabilized with cement | Further research required for slag-tailing durability |
164 | Yang et al., 2015 | Development and integration of wireless communication in SHMM | Reliable wireless communication for pavement monitoring over 46 m distance | Further field validation needed for diverse conditions |
165 | Setyawan et al., 2015 | PCI method, vehicle speed and emissions calculations | Poor road conditions decrease vehicle speed by 55%, increase emissions by 2.49% | Conditions to reduce emissions and improve safety |
166 | Nazarko et al., 2015 | Delphi forecasting method | Identified future trends in road construction materials and technologies | Continuous monitoring and adaptation to new technologies |
167 | Guo et al., 2015 | Development of EcoSky system, GPS data analysis | Provided eco-friendly routing options considering fuel consumption, travel time, distance | Personalization of routes based on driver behavior |
168 | Chrysochoidis-Antsos et al., 2015 | GIS data, assessment of wind turbine feasibility | Wind turbines along highways could produce enough hydrogen for fuel cell cars | Implementation and integration with existing infrastructure needed |
169 | Trojanová, 2014 | Proposition of asset management recommendations | Effective asset management crucial for road maintenance in Slovakia | Implementation and adaptation to new market conditions required |
170 | Timm and Tran, 2014 | Life cycle cost analysis, field performance evaluation | Perpetual pavements showed 26% savings compared to non-perpetual pavements | Need for long-term performance data and broader implementation |
171 | Timm et al., 2014 | Full-scale pavement test sections, strain measurements | Perpetual pavements demonstrated excellent performance over 30 million loads | Further analysis on aging without damage needed |
172 | Schweikert et al., 2014 | Software tool analysis, climate change scenarios | Proactive adaptation reduces fiscal costs and increases connectivity | Adaptation for low-income countries |
173 | Ferrotti et al., 2014 | Experimental characterization of cold mix asphalt with fibers | Cellulose fiber-reinforced mix showed better performance and curing times | Comparison with other cold mix asphalt products needed |
174 | Dondi et al., 2014 | Analysis of cold recycled mixes with crumb rubber | Evaluated physical and mechanical characteristics of crumb rubber in mixes | Optimal mix designs for various conditions |
175 | Castillo and Caro, 2014 | Probabilistic theory, finite element modeling, simulation techniques | Spatial variability provides better insight into structural reliability of pavements | Need for validation in real-world conditions |
Nanomaterial | Description of Use | Citations/Sources |
---|---|---|
Nano-clay | Improves mechanical properties | [47,48] |
Nano-silica | Improve mechanical performance | [49,50] |
Carbon nanotubes (CNTs) | Reinforces asphalt mixtures | [51,52] |
Nano-titanium dioxide (TiO2) | Provides photocatalytic properties | [45] |
Nano-alumina | Enhances performance | [45] |
Nano-iron oxide | Modifies asphalt mixtures for better performance | [45,50] |
Nano-calcium carbonate (CaCO3) | Improves properties | [50,53] |
Nano-graphene | Modifies asphalt mixtures | [32,54,55] |
Material | Description | Areas of Use | Citations |
---|---|---|---|
Fly ash-based geopolymers | Fly ash and alkaline activators | Used as a binder in pavement construction | [50,60,61,62] |
Metakaolin-based geopolymers | Calcined kaolinite clay and alkaline solutions | Soil stabilizing agent | [63] |
Slag-based geopolymers | Ground granulated blast furnace slag and alkaline solutions | Road base layers | [46,50,56,64,65,66,67] |
Glass-fiber-reinforced polymer (GFRP) | Polymer matrix reinforced with glass fibers | Bridge decks, guardrails, and asphalt reinforcement | [68] |
Carbon-fiber-reinforced polymer (CFRP) | Polymer matrix reinforced with carbon fibers | Bridge strengthening, pavement reinforcement | [50] |
Basalt-fiber-reinforced polymer (BFRP) | Polymer matrix reinforced with basalt fibers | Road pavement reinforcement, alternative to steel | [69] |
Aspect | Traditional Methods | Eco-Friendly Methods | References |
---|---|---|---|
Initial Cost | Lower | Higher initial cost for materials and technologies | [39,76] |
Whole-Life Cost | Higher over time | Lower whole-life cost as projected by prediction models | [76] |
Adoption in Developing Countries | More feasible due to lower costs | Hampered by higher initial expenses leading to lower adoption rates | [39,76] |
Research and Development | Established methods | Ongoing research needed to minimize initial costs and improve affordability | [39,76] |
Economic Viability | Short-term affordability | Long-term viability with the potential for cost savings | [39,76] |
Aspect | Traditional Methods | Eco-Friendly Methods | References |
---|---|---|---|
Performance and durability | Well established and reliable | Faces significant challenges, requiring further evaluation under various environmental conditions | [9] |
Permeable pavements | Limited use of alternative aggregates | Showing promise but needs further evaluation to meet standard performance metrics | [9] |
Modified asphalt binders | Standard properties | Challenges in enhancing viscosity and thermal stability without compromising break elongation and other critical properties | [102] |
Mechanical properties and structural integrity | Generally, well understood | Performance over time remains a significant technical challenge, requires continuous research and development | [73] |
Research and development progress | Established practices | Progressive advancements noted, but ongoing research needed for standardized assessment | [9,73,102] |
Economic viability | Short-term affordability | Long-term viability with the potential for cost savings and environmental sustainability | [39,76] |
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Tafida, A.; Alaloul, W.S.; Zawawi, N.A.B.W.; Musarat, M.A.; Abubakar, A.S. A Review of Eco-Friendly Road Infrastructure Innovations for Sustainable Transportation. Infrastructures 2024, 9, 216. https://doi.org/10.3390/infrastructures9120216
Tafida A, Alaloul WS, Zawawi NABW, Musarat MA, Abubakar AS. A Review of Eco-Friendly Road Infrastructure Innovations for Sustainable Transportation. Infrastructures. 2024; 9(12):216. https://doi.org/10.3390/infrastructures9120216
Chicago/Turabian StyleTafida, Adamu, Wesam Salah Alaloul, Noor Amila Bt Wan Zawawi, Muhammad Ali Musarat, and Adamu Sani Abubakar. 2024. "A Review of Eco-Friendly Road Infrastructure Innovations for Sustainable Transportation" Infrastructures 9, no. 12: 216. https://doi.org/10.3390/infrastructures9120216
APA StyleTafida, A., Alaloul, W. S., Zawawi, N. A. B. W., Musarat, M. A., & Abubakar, A. S. (2024). A Review of Eco-Friendly Road Infrastructure Innovations for Sustainable Transportation. Infrastructures, 9(12), 216. https://doi.org/10.3390/infrastructures9120216