Academic literature on the topic 'EFFECTS OF KAOLIN ON THE ENGINEERING PROPERTIES OF PORTLAND CEMENT CONCRETE'

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Journal articles on the topic "EFFECTS OF KAOLIN ON THE ENGINEERING PROPERTIES OF PORTLAND CEMENT CONCRETE"

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Shen, Ju Nan, Zhao Xing Xie, David Griggs, and Yao Zhong Shi. "Effects of Kaolin on Engineering Properties of Portland Cement Concrete." Applied Mechanics and Materials 174-177 (May 2012): 76–81. http://dx.doi.org/10.4028/www.scientific.net/amm.174-177.76.

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The focus of this study was to determine the feasibility of using kaolin, a very small particle clay, as partial replacement of fine aggregates in Portland cement concrete (PCC). Kaolin clay is a locally available (Macon, GA, USA) and inexpensive clay mineral. The product, KaMin 90©, used has an average particle size of 1.5 microns and has a low embodied energy. The slump, air void content and compressive strength were examined on samples of PCC with different % of Kaolin. This research indicated the maximum kaolin substitution of fine aggregate for workability. An optimal dosage range for PCC
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Mitrovic, Aleksandra, Miroslav Komljenovic, and Biljana Ilic. "Research of possibilities for use domestic kaolin clays for production of metakaolin." Chemical Industry 63, no. 2 (2009): 107–13. http://dx.doi.org/10.2298/hemind0902107m.

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Environmental concerns coming from the high energy consumption and CO2 emission associated with cement production have brought about pressures to reduce cement consumption through the use of new materials which can be applied for substitution of a part of clinker in Portland cement or a part of cement in concrete. One of the materials that satisfy requirements of sustainable development and, when added in appropriate shares, improves the properties of cement, mortars and concrete, is metakaolin (MK), a processed pozzolana. The main and widely used raw material for production of metakaolin is k
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Ardani, Ahmad. "Portland Cement Concrete Pavement Texturing Methods." Transportation Research Record: Journal of the Transportation Research Board 1544, no. 1 (1996): 17–23. http://dx.doi.org/10.1177/0361198196154400103.

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The testing and construction details of nine test sections with varying textural characteristics are described. The effects of the textures on the frictional and noise characteristics of the pavement surface were examined. Skid numbers were acquired according to ASTM E274 with ribbed and smooth tires at 65, 80, and 105 km/hr for all sections. Six types of texture-measuring devices were used to measure and compare the amount of texture in each section. To examine the noise properties of the test sections, noise data were required in three locations: inside the vehicle, 25 ft from the centerline
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Namdar, Abdoullah, Fadzil Mat Yahaya, and Mashita Mohd Yusoff. "Using High Temperature for Improve Compressive Strength of Ordinary Portland Cement Paste (OPC) – A New Approach." Advanced Materials Research 894 (February 2014): 70–76. http://dx.doi.org/10.4028/www.scientific.net/amr.894.70.

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Cement paste was replaced with kaolin-bentonite. The specimens were exposed to elevated temperature for 3 hours in a ceramic furnace and cooled down to room temperature. After cooling, the effect of kaolin-bentonite (particles sized of < 45μm) on hydration, rehydration, surface roughness and compressive strength of ordinary Portland cement (OPC) paste were investigated. Atomic Force Microscopy (AFM) was used to study surface roughness of OPC paste-additive mixture. The application of fire on OPC paste was analyzed. The results showed imposed heat (500 oC for 3 hours) accelerates the hydrati
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Quan, Hong Zhu. "Effects of Sustained Elevated Temperature on Concrete Properties in Material Engineering and its Applications." Advanced Materials Research 578 (October 2012): 154–57. http://dx.doi.org/10.4028/www.scientific.net/amr.578.154.

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This paper presents the results of experiment conducted to evaluate the effects of sustained elevated temperature on concrete. In this experiment, concrete with 4 types of cement, low-heat portland cement, blast-furnace slag cement and fly-ash cement were tested for strength without seal after sustained temperature exposure in the range of 20 to 300°C. Compressive strengths did not decline linearly with temperature and were minimal at around 50°C, showing 20% reduction, which associated with inter-mediate weight loss of 3%. Reductions in tensile strength and modulus of elasticity were greater
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Tran, Huu-Bang. "THE EFFECTS OF NANO SIO2 AND SILICA FUME ON THE ENGINEERING PROPERTIES OF CEMENT CONCRETE IN CONSTRUCTION, VIETNAM." Journal of Southwest Jiaotong University 56, no. 6 (2021): 228–41. http://dx.doi.org/10.35741/issn.0258-2724.56.6.19.

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This work aims to study the effects of Nano SiO2 (NS) and Silica fume (SF) on the technical parameters of cement concrete. On specimens with varying NS and/or SF concentrations, compressive strength, flexural strength, abrasion resistance, elastic modulus, and chloride ion penetration were tested. All specimens were subjected to the proposed method/technique cured at the ages of 3, 7, 28, and 60 days with a temperature of 25 ± 2°C and relative humidity of above 90%. NS particles were added to cement concrete at various replacements of 0, 0.5, 1.0, 1.5, and 2.0% by the mass of the binder. The w
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Milovic, Tiana, Ognjen Rudic, Omran Furgan, et al. "Effects of soft water attack on Portland and natural zeolite blended cements." Chemical Industry and Chemical Engineering Quarterly, no. 00 (2021): 9. http://dx.doi.org/10.2298/ciceq201120009m.

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The durability of concrete infrastructure is related to the properties of the applied concrete and the effects of the aggressive external environment on it. When concrete is directly exposed to soft water, the leaching of calcium ions from hardened cement or cement-based pastes occurs, causing reduction in strength and further deterioration of the concrete structure. This paper presents the experimental results of soft water attack effects on phase composition and compressive strength of blended cement pastes, when cement is replaced with 0%, 10%, 20% and 30% of natural zeolite. In order to si
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Liu, Xiao, Zi Ming Wang, Hao Wu, and Hui Qun Li. "Effects of Clay on Flow Properties of Polycarboxylate Superplasticizer and its Control Measure." Advanced Materials Research 690-693 (May 2013): 682–85. http://dx.doi.org/10.4028/www.scientific.net/amr.690-693.682.

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Polycarboxylate superplasticizer (PCE) was usually sensitive to clay in mortar or concrete. The flow properties of cement pastes and mortars for PCEs with either kaolin or bentonite were studied systematically. The results showed that bentonite had a stronger influence on PCEs performance than kaolin, even no fluidity when bentonite dosage was more than 2%. The adsorption amount of bentonite on PCE was about 5-10 times more than that of kaolin, and PCEs adsorption on clay was proportional to its sensitivity to clay. The influencing mechanism of clay on PCE was analyzed from the structures of k
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Chung, Hung-Wen, Thanachart Subgranon, and Mang Tia. "Reducing cementitious paste volume of slipformed pavement concrete by blending aggregates." International Journal of Pavement Research and Technology 13, no. 6 (2020): 679–85. http://dx.doi.org/10.1007/s42947-020-6002-9.

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AbstractA high cementitious paste volume (CPV) can increase the early cracking tendency of the concrete and reduce the durability of concrete pavement. This study investigated the effects of minimized CPV in slipformed pavement concrete (SPC) with blended aggregates (BA). Based on the laboratory results, the performance of pavement concrete with different CPV was evaluated. The CPV of standard SPC can be reduced to 25.0% without affecting its properties as evaluated by compressive strength, drying shrinkage and surface resistivity tests However, the CPV of SPC with optimized aggregate gradatio
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Deng, Yu Hai, Chang Qing Zhang, Hai Qiang Shao, Han Wu, and Nie Qiang Xie. "Effects of Different Lithium Admixtures on Ordinary Portland Cement Paste Properties." Advanced Materials Research 919-921 (April 2014): 1780–89. http://dx.doi.org/10.4028/www.scientific.net/amr.919-921.1780.

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Lithium-based chemicals are known to their signal effect on restraining alkali-silica reaction but uncertain influence on workability and mechanical property in the concrete. The aim of this research is to analyze the effects of three lithium additiveslithium nitrate (LiNO3), lithium hydroxide (LiOH) and lithium carbonate (Li2CO3) at various dosages, with an extensive comparison on fluidities, setting times and compressive strength of cement pastes. The experimental study shows that test results vary with the type of admixture. In general, three conclusions can be made: 1) lithium nitrate and
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Book chapters on the topic "EFFECTS OF KAOLIN ON THE ENGINEERING PROPERTIES OF PORTLAND CEMENT CONCRETE"

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Wivast, Jennifer, Anette Nyland, Saeed Bozorgmehr Nia, Mahdi Kioumarsi, and Behrouz Shafei. "Developing Eco-friendly Ultra-High-Performance Concrete by Utilizing Recycled Alternatives." In Lecture Notes in Civil Engineering. Springer Nature Switzerland, 2025. https://doi.org/10.1007/978-3-031-69626-8_5.

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AbstractThis research delves into the integration of economically sustainable materials—Portland limestone cement (PLC) and recycled glass powder (GP)—into ultra-high-performance concrete (UHPC) formulations. The emphasis is on mitigating UHPC’s reliance on high-cost, high content of cement, and proprietary additives, which elevate both the expense and environmental impact of infrastructure projects. By evaluating the effects of PLC and GP on the structural performance of UHPC, the study aims to provide affordable, locally sourced, and customizable options. This study investigates the enhancem
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Kravanja, Gregor, and Željko Knez. "Enhancing Strength and CO2 Uptake into Mortar Through Supercritical CO2 Treatment." In Lecture Notes in Civil Engineering. Springer Nature Switzerland, 2025. https://doi.org/10.1007/978-3-031-69626-8_27.

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AbstractSupercritical CO2 was utilized to accelerate the carbonation process, altering the microstructure and composition of Portland cement mortar blended with metakaolin. Mortar samples were cured in a high-pressure reactor at 323 K and 15 MPa under supercritical CO2 conditions. The results demonstrate a significant enhancement in both compressive and flexural strength for all carbonated mortar samples treated with supercritical CO2 compared to those subjected to ambient curing conditions. Furthermore, longer reaction times resulted in increased overall CO2 utilization within the mortar matr
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Kumar, Dr D. Pavan, and V. Sai Neeraja. "EFFECTS OF FLY ASH, MAIZECOB ASH, AND GROUNDNUT SHELL ASH ON THE PROPERTIES OF SELF-COMPACTING GEOPOLYMER CONCRETE WITH GGBS BLEND." In Futuristic Trends in Construction Materials & Civil Engineering Volume 3 Book 1. Iterative International Publishers, Selfypage Developers Pvt Ltd, 2024. http://dx.doi.org/10.58532/v3bjce1p1ch1.

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Concrete stands as the ubiquitous human-made construction material worldwide, with ordinary Portland cement (OPC) being a fundamental component in conventional concrete mixes. However, the production of cement is associated with the release of carbon dioxide emissions. As responsible citizens Engineers and scientists are allowed to create a more sustainable world, by developing the practices of using a green building material. Geopolymer can be considered as the solution which can be produced without OPC and contributes less release of greenhouse gasses. Also, the performance of hardened concr
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Conference papers on the topic "EFFECTS OF KAOLIN ON THE ENGINEERING PROPERTIES OF PORTLAND CEMENT CONCRETE"

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AJAMU, Solomon Olalere. "Assessment of the effect of different sand grading on strength properties of metakaolin blended cement mortar." In Advances in Cement and Concrete. Materials Research Forum LLC, 2025. https://doi.org/10.21741/9781644903537-7.

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Abstract. Aggregate size has effects on the properties of cement composite. However, determination of sand grading is not usually put in to consideration in producing cement mortars for different application. Effects of different sand grading on the strength properties of metakaolin blended cement mortar have also not been well evaluated. In this study, effect of sand grading on the mechanical properties of metakaolin blended cement mortar, towards ensuring the development of durable and sustainable cement composite was investigated. Kaolin was sourced from Oyo State, South-West Nigeria. It wa
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ADEJO, Jacob Enejo. "Development of an innovative and environmentally friendly alternative binder for application in the Nigerian construction industry: A review." In Advances in Cement and Concrete. Materials Research Forum LLC, 2025. https://doi.org/10.21741/9781644903537-15.

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Abstract. The cement-based construction industries particularly in developing countries like Nigeria faces numerous challenges amongst are natural resource depletion, energy consumption, production costs, and greenhouse gas emissions (GHG) that contribute to climate change. Therefore, the creation of an innovative and environmentally friendly binder that will serve as an alternative building material with sound adaptation and application in construction is imperative. Portland Limestone Cement (PLC) binders have been replaced by an alkali-activated binder (AAB) which appears to have better pro
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Naus, D. J., and H. L. Graves. "A Review of the Effects of Elevated Temperature on Concrete Materials and Structures." In 14th International Conference on Nuclear Engineering. ASMEDC, 2006. http://dx.doi.org/10.1115/icone14-89631.

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Concrete’s properties are more complex than those of most materials because not only is concrete a composite material whose constituents have different properties, but its properties depend upon moisture and porosity. Exposure of concrete to elevated temperature affects its mechanical and physical properties. Elements could distort and displace, and, under certain conditions, the concrete surfaces could spall due to the buildup of steam pressure. Because thermally-induced dimensional changes, loss of structural integrity, and release of moisture and gases resulting from the migration of free w
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Ondrejka Harbulakova, Vlasta, Adriana Estokova, Michaela Smolakova, and Martina Kovalcikova. "Mathematical Investigation of Concrete Corrosion – a Sustainability Study." In Environmental Engineering. VGTU Technika, 2017. http://dx.doi.org/10.3846/enviro.2017.038.

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The issue of sustainability is a major spur to innovation in the flied of civil engineering where the important role is decreasing the detrimental effects on environment and save raw materials and energy. Micro silica is a by-product of the industrial manufacture of ferrosilicon and metallic silicon in high temperature electric arc furnaces and is used as an additive for improving concrete properties. The paper presents the results of chemical corrosion and bio-corrosion tests on concrete samples with 5% addition of microsilica as well as on concrete samples with only Portland cement. Chemical
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Sneha, S. S., and K. P. Ramaswamy. "A Comprehensive Review on the Mechanism of Concrete Deterioration in Accelerated Aggressive Environment." In International Web Conference in Civil Engineering for a Sustainable Planet. AIJR Publisher, 2021. http://dx.doi.org/10.21467/proceedings.112.40.

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Concrete is being extensively utilized for the constructional and other allied works on account of its versatility and mechanical properties. However, it exists to be in a state of disequilibrium with its ambient environment owing to its universal alkaline nature and hence is susceptible to deterioration when exposed to aggressive environments. The reactive species emanating from chemical plants, fertiliser industries, marine water, agro-food industries etc., produce detrimental effects on the concrete structures through the dissolution of calcium bearing phases from the hydrated matrix. This
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Huang, Wei-Hsing, and Min-Fu Wu. "Utilization of Fly Ash from Co-Combusting Coal and Waste-Derived Fuel in Blended Cement." In 5th World Conference on Chemistry and Chemical Engineering and 5th World Conference on Advanced Materials, Nanoscience and Nanotechnology. Eurasia Conferences, 2024. https://doi.org/10.62422/978-81-970328-7-5-017.

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The use of waste-derived fuel in industrial boilers benefit the reduction in carbon emissions from industrial boilers. However, the fly ashes produced by the co-combustion of coal and paper mill wastes exhibit distinct characteristics that are different than traditional fly ash obtained from boilers burning coal only. In this study, the properties of co-combustion fly ash (CCFA) derived from boilers burning paper-making wastes were investigated, with emphasis on potential applications of CCFAs as a constituent in blended cement. The CCFAs were characterized considering their physical and chemi
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