TRF - 2023

Permanent URI for this collectionhttp://192.248.9.226/handle/123/22007

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item: Conference-Abstract
A comparative study of economic and performance parameters of conventional concrete and recycled concrete aggregate roller compacted concrete (rca-rcc)
(Transportation Engineering Group, Department of Civil Engineering, University of Moratuwa, 2023-12-08) Abeynayake, A; Jayantha, N; Jayantha, WRAN
To reduce the environmental impact while encouraging recycling and reuse of materials on construction industry in Sri Lanka, effective construction waste management is essential. Using roller compacted concrete for pavement construction is an innovative alternative either it should be environmentally friendly if we can use waste concrete aggregate. The interesting world of RCC is explored in this abstract, along with its mechanical and physical characteristics when aggregates are completely substituted to waste concrete portions. The viability of this unique approach is explained in the paper, along with its consequences for sustainability objectives and infrastructure growth for the future Sri Lanka construction sector. However, the necessity for more environmentally friendly construction approaches and minimizing the industry's environmental impact have sparked interest in reassessing the materials used in preparation for RCC. Tons of waste are generated by rapid urbanization that leads to the demolition of structures reaching the end of their service life. Reusing recycled aggregates in concrete production reduces environmental pollution by decreasing the disposal of this waste material in landfills and preserving unreasonable exploitation of natural resources. To face this economic inflation in Sri Lanka, we should focus on these types of reuse methods for construction. This study focuses on the suitability of RCC as a sustainable and economical construction material. The first step is to identify the mechanical properties of the raw material and then do the mix design. The maximum dry density method was adopted to prepare RCC mixtures with 200 kg/m3 of cement content and coarse natural aggregates in the concrete mixture. Based on this purpose, our target 28-day strength is 30 N/mm2. Then ordinary concrete is made using normal course aggregates and waste materials, and also RCC is similarly made using normal raw materials and waste materials and then their samples are taken. The physical properties of RCC were evaluated by means of water absorption and gas permeability tests, while the mechanical properties were evaluated using compressive, tensile splitting and three-point flexural tests. The comprehensive analysis of the mechanical characteristics of RCC with full aggregate replacement is one of the study's main focuses. Among the important parameters evaluated are compressive strength, flexural strength, and tensile strength of both traditional concrete and RCC concrete with and without conventional aggregates. Tests done related to road pavements consist of the qualities of shrinkage, porosity, and density. The findings demonstrate that RCC maintains a desired density and low porosity even when all conventional materials are completely replaced. Additionally, RCC's shrinking behavior stays within acceptable bounds, proofing its long term stability and durability. The results of this study show that RCC may keep its strength and structural integrity even when aggregates are totally substituted. This finding challenges the standardized use of natural aggregates and has important implications for the use of RCC in a wider variety of construction objectives. RCC with fully replaced aggregates is a potential option that not only satisfies but also exceeds the industry's evolving needs while preserving the environment for future 48 generations as sustainability becomes increasingly important in construction practices in Sri Lanka.
item: Conference-Abstract
Comprehensive review on performance of internal curing aggregates
(Transportation Engineering Group, Department of Civil Engineering, University of Moratuwa, 2023-12-08) Dilsara, S; Ekanayake, S; Jayantha, N; Mampearachchi, W; Jayantha, WRAN
The curing of concrete is essential for cement hydration, which is a series of chemical reactions that require an adequate, constant water supply and stable, proper temperatures over time. Curing is maintaining moisture and temperature conditions in a freshly placed concrete mixture in order to allow hydraulic cement hydration. External curing techniques are frequently used to cure conventional concrete. In that method, external curing water is applied at the surface, and the quality of the concrete governs the depth of penetration. As a result, external curing may not satisfy demand since external curing water is only able to act on the surface layer of concrete and cannot reach the inside of the concrete. As a result, external treatment is ineffective in preventing the ongoing reduction of interior humidity. Therefore, Internal curing is used as a method of maintaining the relative humidity within the concrete. Internal curing allows the water to be spread more evenly throughout the cross section by releasing water eventually into the concrete mixture. This literature review provides a comprehensive examination of internal curing methods, mechanisms, and their impact on the properties of concrete. Internal curing is the technique of introducing curing elements that act as a curing agent, to the concrete mixture to serve as a water reservoir. It is a viable method for providing additional water for curing cement-based materials with low water-cement ratios, and it does not adversely affect the fresh or hardened properties of concrete mix. It differs from the externally applied curing. In the internal curing process, once the concrete is hardened, the water intended for internal water curing is dispersed within the concrete mixture and facilitates the hydration process. Internal curing is used to minimize autogenous, plastic, and drying shrinkage, which increases the probability of shrinkage cracking of the concrete, to reduce the permeability of concrete and the modulus of elasticity, to improve the strength and permeability at the interface transition zone (ITZ), to obtain reduced moisture gradient along the concrete section results in less warping in concrete pavements and reduced coefficient of thermal expansion (CTE) and thermal conductivity, resulting in lower temperature gradients across the concrete section and less curling in concrete pavements etc. In past studies, internal curing methods are explored in detail, ranging from techniques like pre-soaked lightweight aggregates such as crushed clay brick waste, and ceramic tile waste to more recent innovations such as superabsorbent polymers, which act as internal reservoirs, supplying an internal source of water needed to replenish moisture lost due to chemical shrinkage and self-desiccation in various concrete types such as normal weight concrete, high- performance concrete, Roller compacted concrete etc. A wide variety of studies have been done to check the potential of different kinds of material to use as internal aggregates to replace conventional aggregates. Also in some studies, the effect of the particle size of internal curing aggregates on the performance of concrete has been checked. Practical applications of each method are critically evaluated, offering insights into their effectiveness and feasibility in different construction scenarios. The optimum amount of each internal curing aggregate and the impact of internal curing methods on various concrete parameters such as strength development, shrinkage, cracking, and durability characteristics such as chloride penetration, air permeability, and water absorption are investigated in this paper. A thorough examination of laboratory results 31 and real-world case studies demonstrates the practical advantages that internal curing can impose on concrete performance. In a nutshell, this literature review synthesizes the wealth of information available on internal concrete curing, offering a thorough understanding of its concepts, methods, mechanisms, and impacts. Internal curing emerges as a possible option for improving the durability and performance of concrete structures while reducing their environmental imprint as infrastructure demands continue to rise. This review's information and insights contribute to a better understanding of internal curing's potential and pave the way for its wider implementation in the building sector.
item: Conference-Abstract
Using clay tile waste as an internal curing aggregate (ICA) to replace aggregates in roller-compacted concrete (RCC)
(Transportation Engineering Group, Department of Civil Engineering, University of Moratuwa, 2023-12-08) Ekanayake, S; Dilsara, S; Jayantha, N; Mampearachchi, W; Jayantha, WRAN
The high demand for natural resources has become a significant problem in the construction industry. Therefore, the construction industry is searching for sustainable and eco-friendly alternatives, leading to a burgeoning interest in incorporating waste materials into concrete production. Considering the strength gained from concrete, proper curing is a crucial aspect. Lack of proper curing causes disturbances to the hydration process of cement, and it leads to a lot of problems such as reduction in strength, shrinkage cracks, and durability issues. Conventional curing methods have some weaknesses in providing uniform curing throughout the full depth of concrete. Therefore, the industry is moving towards alternative methods. Among those alternatives, using an internal curing agent is an innovative approach being researched widely, especially for concrete with a low water/cement ratio. Roller compacted concrete (RCC) is a type of concrete that has a low water/cement ratio, and it is gaining prominence as a durable and cost-effective construction material for a wide range of applications, including pavements, dams, and industrial floors. Its composition typically comprises coarse aggregates, cementitious materials, and fine aggregates. Since it has a low water/cement ratio, curing is vital to the hydration process of cementitious materials. Considering the water absorption and desorption capacity of materials, attention has been focused on the use of waste materials as internal curing agents. This study explores the feasibility of utilizing clay tile waste as an internal curing aggregate (ICA) in roller-compacted concrete (RCC). The aim is to investigate the potential of clay tile waste as an ICA and evaluate its effect on the properties of RCC. Since the particle size of the clay tile waste can affect the concrete properties, two studies have been done. One study investigates the use of clay tile waste to replace fine aggregates in RCC, and another investigates the use of clay tile waste to replace coarse aggregates. In both studies, a series of experiments are done to check the potential of clay tile waste to be used as an internal curing aggregate. The physical properties of clay tile waste, such as water absorption and desorption capacities, specific gravity, pore structure, and chemical properties, are studied in these experiments. After checking the potential to use as an ICA, RCC mixtures are prepared with different clay tile waste replacement ratios. Then, the mechanical properties of concrete, such as compressive strength, splitting tensile strength, and durability properties, are checked using laboratory experiments. Finally, all the results will be analyzed and compared with the control mixture that does not contain clay tile waste. The optimum replacement ratio for fine and coarse aggregates will be determined using analyzed results. With the positive results of the study, the construction sector will significantly improve sustainability by replacing either fine or coarse aggregate with clay tile waste material. Additionally, the possibility of early-age cracking owing to autogenous shrinkage is addressed using clay tile waste as an internal curing agent in RCC construction. This inherent quality of the waste material increases the durability and service life of the RCC structures, enabling long-term performance and cost-effective maintenance and repair. In the broader context of sustainable construction practices, integrating clay tile waste into RCC applications is a significant stride toward achieving environmental, economic, and performance-related objectives.

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Browsing TRF - 2023 by Author "Jayantha, N"