4.6 Article

Laboratory Investigation of the Effect of Mixed Nitrogen Dioxide and Nitrogen Oxide Gases on Titanium Dioxide Photocatalytic Efficiency in Concrete Pavements

Journal

JOURNAL OF MATERIALS IN CIVIL ENGINEERING
Volume 23, Issue 7, Pages 1087-1093

Publisher

ASCE-AMER SOC CIVIL ENGINEERS
DOI: 10.1061/(ASCE)MT.1943-5533.0000248

Keywords

Titanium dioxide; Sustainable concrete pavement construction; Photocatalyst; Nitrogen oxides

Ask authors/readers for more resources

Nitrogen oxides (NOx) emitted from vehicle exhausts are associated with adverse health effects on the public. Self-cleaning, air-purifying concrete pavement is a rapidly emerging technology that can be constructed by using a photocatalyst such as titanium dioxide (TiO2). The main objective of this study was to evaluate the environmental effectiveness of TiO2 coating in photodegrading mixed NO2 and NO gases from the atmosphere. Results of the experimental program determined that increasing the flow rate and NO2/NOx ratio negatively affect the effectiveness of the photocatalytic process. However, within the evaluated range, the titanium content and aggregate gradation had little effect on NOx removal efficiency. The highest photodegradation rate was observed at 25% relative humidity, which balances the availability of hydroxyl radicals at the surface with NOx contact with the photocatalytic surface. DOI: 10.1061/(ASCE)MT.1943-5533.0000248. (C) 2011 American Society of Civil Engineers.

Authors

I am an author on this paper
Click your name to claim this paper and add it to your profile.

Reviews

Primary Rating

4.6
Not enough ratings

Secondary Ratings

Novelty
-
Significance
-
Scientific rigor
-
Rate this paper

Recommended

Article Construction & Building Technology

Evaluation of the effects of engineered cementitious composites (ECC) plasticity on concrete pavement performance

Hassan Noorvand, Gabriel A. Arce, Marwa M. Hassan

Summary: Engineered Cementitious Composites (ECC) show promising plasticity and flexural fatigue behavior, making them suitable for the construction of durable pavements. The ECC demonstrated a pseudo-strain-hardening (PSH) behavior and superior flexural fatigue performance compared to regular concrete. By integrating Finite Element Analysis (FEA) with experimental results, a thickness vs. cycles to failure (T-N) relationship was established, leading to improved accuracy in predicting failure cycles for ECC at various thicknesses.

INTERNATIONAL JOURNAL OF PAVEMENT ENGINEERING (2022)

Article Construction & Building Technology

Impact of warm-mix asphalt technologies and high reclaimed asphalt pavement content on the performance of alternative asphalt mixtures

Farah Zaremotekhases, Husam Sadek, Marwa Hassan, Charles Berryman

Summary: This study examined the mechanical performance of asphalt mixtures containing RAP using various WMA technologies, concluding that WMA mixtures with 35% RAP exhibit enhanced resistance against permanent deformations and improved cracking performance. The incorporation of higher percentages of RAP and WMA technologies contributed to better cracking resistance and fatigue life of the WMA-RAP mixtures.

CONSTRUCTION AND BUILDING MATERIALS (2022)

Article Construction & Building Technology

Feasibility of ECC with high contents of post-processed bagasse ash as partial cement replacement

Sujata Subedi, Gabriel A. Arce, Marwa M. Hassan, Michele Barbato, Louay N. Mohammad, Tyson Rupnow

Summary: The study found that with an increase in PBA content, workability and compressive strength of the composite materials decreased while surface resistivity increased. PBA composites outperformed those using FA in terms of compressive strength and surface resistivity, but exhibited shortcomings in crack-tip fracture toughness and tensile strength of the concrete.

CONSTRUCTION AND BUILDING MATERIALS (2022)

Article Engineering, Civil

Development of Cost-Effective High-Modulus Asphalt Concrete Mixtures Using Crumb Rubber and Local Construction Materials in Louisiana

Ibrahim Elnaml, Momen Mousa, Marwa M. Hassan, Ipshit Idris, Louay Mohammad

Summary: One of the emerging solutions to enhance the durability of asphalt pavements is the use of High-Modulus Asphalt Concrete (HMAC). This study aimed to develop a cost-effective HMAC mixture using crumb rubber and local materials. The results showed that the HMAC mixture with 10% crumb rubber and 20% Reclaimed Asphalt Pavement (RAP) met the design specifications and outperformed the Superpave mix in terms of performance and cost-effectiveness.

TRANSPORTATION RESEARCH RECORD (2022)

Article Engineering, Civil

Evaluation of Alternative Sources of Supplementary Cementitious Materials for Concrete Materials

Sujata Subedi, Gabriel A. Arce, Marwa M. Hassan, Oscar Huang, Miladin Radovic, Zahid Hossain

Summary: This study characterized and evaluated the use of reclaimed fly ash and reclaimed ground bottom ash as alternative sources of supplementary cementitious materials. The results showed that both materials met the required standards and performed better than conventional fly ash in certain aspects. Therefore, reclaimed fly ash and reclaimed ground bottom ash can be important substitutes in concrete materials.

TRANSPORTATION RESEARCH RECORD (2022)

Article Engineering, Civil

Optimization of the Self-Healing Efficiency of Bacterial Concrete Using Impregnation of Three Different Precursors into Lightweight Aggregate

Omar Omar, Momen R. Mousa, Marwa Hassan, Ricardo Hungria, Andrea Gavilanes, Gabriel Arce, Jose Milla, Tyson Rupnow

Summary: Implementation of self-healing concrete technologies, such as bacterial concrete, is a promising approach to enhance the durability of transportation infrastructure. This study focuses on optimizing the healing efficiency of bacterial concrete in subtropical climates by vacuum impregnation of bacteria into a lightweight aggregate. Results showed that self-healing bacterial concrete could be optimized without significant reduction in mechanical properties by impregnating Bacillus pseudofirmus bacteria at a concentration of 10(8) cells/ml and sodium lactate precursor at a concentration of 75 mM/l into the lightweight aggregate.

TRANSPORTATION RESEARCH RECORD (2023)

Article Engineering, Civil

Self-Healing Capability and Mechanical Properties of Asphalt Mixtures Prepared With Light-Activated Polyurethane Prepolymer Modified Asphalt Binder

Sharareh Shirzad, Ipshit Ibne Idris, Marwa Hassan, Louay N. Mohammad

Summary: The objective of this study was to develop a new generation of UV light-activated self-healing polyurethane modified asphalt binder and optimize the production parameters. The effects of the modification on rutting, fatigue cracking, and mechanical properties were evaluated. The results showed improved high-temperature grading, crack healing rate, rutting resistance, cracking resistance, elastic behavior, and fatigue performance with an increase in polymer content.

TRANSPORTATION RESEARCH RECORD (2023)

Article Construction & Building Technology

Louisiana's Sugarcane Bagasse Ash Utilization for Partial Cement Replacement in Concrete for Transportation Infrastructure Applications

Sujata Subedi, Gabriel A. Arce, Marwa M. Hassan, Michele Barbato, Maria Teresa Gutierrez-Wing, Nitin Kumar

Summary: This study evaluated the properties of sugarcane bagasse ash (SCBA) obtained from different production processes for use as partial replacement of cement. The physical and chemical properties of SCBA were analyzed through various characterization techniques. The study found that LP calcinated at 650 °C and FP calcinated at 450 °C exhibited the highest strength activity index (SAI) and SiO2 + Al2O3 + Fe2O3 content, making them suitable for large-scale production of low-carbon concrete. Concrete incorporating SCBA showed decreased workability and compressive strength, but increased relative strength gain from 28 to 90 days and 90-day surface resistivity.

INTERNATIONAL JOURNAL OF PAVEMENT RESEARCH AND TECHNOLOGY (2023)

Article Construction & Building Technology

Optimizing the Self-Healing Efficiency of Hydrogel-Encapsulated Bacteria in Concrete

Ricardo Hungria, Marwa M. Hassan, Gabriel Arce, Momen Mousa, Gary King, Jose Milla, Tyson Rupnow

Summary: The main objective of this study is to evaluate and optimize the crack healing efficiency of hydrogel-encapsulated bacteria in concrete applications. Bacillus pseudofirmus was used as the bacteria strain, and different mineral precursors were combined to prepare concrete specimens at varying concentrations. The results showed that mortar samples prepared with calcium lactate at a concentration of 75 mM/L along with bacteria and yeast extract exhibited the best performance in terms of compressive strength and self-healing efficiency tests.

JOURNAL OF MATERIALS IN CIVIL ENGINEERING (2023)

Article Engineering, Civil

Machine-Learning-Based Framework for Prediction of the Long-Term Field Performance of Asphalt Concrete Overlays in a Hot and Humid Climate

Elise Mansour, Momen R. Mousa, Heena Dhasmana, Marwa Hassan

Summary: This study aims to develop a machine-learning-based framework for states with a hot and humid climate to predict the long-term field performance of asphalt concrete overlays on asphalt pavements based on key project conditions. The results indicate that machine-learning techniques have become a promising alternative to traditional performance prediction models.

TRANSPORTATION RESEARCH RECORD (2023)

Article Engineering, Civil

Modeling of Restriping of Waterborne Paints Using Transverse Test Deck Data in Hot and Humid Climate

Elise Mansour, Momen R. Mousa, Marwa Hassan

Summary: This study aimed to develop a methodology to convert transverse retroreflectivity measurements to longitudinal measurements for waterborne paints in hot and humid climate conditions. The study found that two non-linear regression models were developed to predict the longitudinal retroreflectivity based on the transverse measurements, allowing for the determination of the expected service life and reliable restriping decisions for waterborne paints.

TRANSPORTATION RESEARCH RECORD (2023)

Article Engineering, Civil

Properties of Engineered Cementitious Composites Using Combined Systems of Fly Ash and Post-Processed Bagasse Ash as Supplementary Cementitious Materials

Sujata Subedi, Marwa M. Hassan, Gabriel A. Arce, Michele Barbato, Hassan Noorvand, Louay Mohammad

Summary: This study explored the use of post-processed bagasse ash (PBA) and Class F fly ash (FA) as partial cement replacements in engineered cementitious composites (ECCs). Different compositions of FA and PBA were used to replace 60% of the cement. Various tests were conducted to evaluate the properties of the composites. Results showed that the incorporation of PBA decreased workability but improved surface resistivity. The tensile strain capacity of the composites decreased with higher PBA content, but the tensile strength remained unaffected. Achieving high ductility in the composites is challenging with a high PBA content.

TRANSPORTATION RESEARCH RECORD (2023)

Article Construction & Building Technology

Interface bond strength of engineered cementitious composites (ECC) in pavement applications

Ricardo Hungria, Gabriel Arce, Marwa Hassan, Louay Mohammed, Moinul Mahdi, Tyson Rupnow

Summary: Ultrathin whitetopping (UTW) is a rehabilitation technique that involves pouring a thin layer of concrete on distressed asphalt pavement. Engineered cementitious composites (ECC) have been considered as an alternative to concrete due to their superior tensile ductility and fatigue resistance. Bond tests were conducted to evaluate the strength of ECC/AC and concrete/AC interfaces, and results showed that concrete had a higher bond strength with AC compared to ECC. Scanning electron microscopy-electron dispersive X-ray spectroscopy (SEM-EDS) analysis revealed a lack of hydration products at the ECC/AC interface.

INTERNATIONAL JOURNAL OF PAVEMENT RESEARCH AND TECHNOLOGY (2023)

Proceedings Paper Construction & Building Technology

Evaluation of Engineered Cementitious Composites (ECC) Reinforced with Cellulose Nanocrystals

Andrea Gavilanes, Hassan Noorvand, Sujata Subedi, Marwa Hassan

Summary: This study evaluated the influence of cellulose nanocrystal (CNC) addition on the compressive strength of engineered cementitious composites (ECC). The results showed that adding 2.0 wt.% of CNC can improve the compressive strength of ECC.

TRAN-SET 2022 (2022)

Proceedings Paper Construction & Building Technology

Effect of Portland Limestone Cement (Type IL) Combined with Bagasse Ash on the Compressive Strength and Setting Time of Engineered Cementitious Composites

Samuel Guidroz, Hassan Noorvand, Omar Omar, Sujata Subedi, Marwa Hassan

Summary: This study investigates the influence of using Portland limestone cement (PLC) on the performance of engineered cementitious composites (ECC). The experimental results indicate that using PLC can enhance the compressive strength of the mixture and shorten the setting time.

TRAN-SET 2022 (2022)

No Data Available