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Artykuły w czasopismach na temat "Coarse Aggregate Replacement"

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Shah, Prof Ajinkya S., Vaibhav Pradip pawar, Nikhil Ashok Khumbhar, Alim altab maner, and Yogesh Umesh Kalel. "Suitability of Partial Replacement of Coarse Aggregate by Replacement Coarse Aggregate." International Scientific Journal of Engineering and Management 04, no. 07 (2025): 1–9. https://doi.org/10.55041/isjem04734.

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Concrete is the main material used in construction, composed of water, fine aggregate, coarse aggregate, and cement. The aggregates, sourced from nature, are depleting rapidly due to excessive use for development, creating a future shortage. To address this, it's essential to find alternatives. Demolition waste, a byproduct of construction and renovation Demolish concrete is huge problem we are facing now a days waste accumulates in large quantities, hampers the environment of disposal sites. The aggregate resource is limited it create imbalance between the high demand and supply. We collected
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Altwair, Nurdeen Mohamed, Ali Gomaa Abuzgaia, Abdualhamid Mohamed Alsharif, Lamen Saleh Sryh, Saleh Elmahdi Ali Abdulsalam, and Khalid Ashur Swalem. "Assessing the Effects of Libyan Iron Slag on Self-Compacting Concrete Characteristics." Engineering, Technology & Applied Science Research 15, no. 1 (2025): 19589–95. https://doi.org/10.48084/etasr.9337.

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The current study addresses the growing environmental issue of waste from blast high furnaces, particularly iron and steel plants in Libya. It investigates the fresh and mechanical properties of Self-Compacting Concrete (SCC) by substituting conventional aggregate with slag aggregate. The fresh properties of SCC were assessed using slump flow diameter, T50 flow time, J-ring, and L-box tests. Its mechanical properties were also evaluated, including compressive strength, flexural strength, splitting tensile strength, and Ultrasonic Pulse Velocity (UPV). Various replacement ratios were tested, 30
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Kumutha, R., and K. Vijai. "Effect of Recycled Coarse Aggregates in Properties of Concrete." Journal of Green Building 3, no. 4 (2008): 130–37. http://dx.doi.org/10.3992/jgb.3.4.130.

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The properties of concrete containing coarse recycled aggregates were investigated. Laboratory trials were conducted to investigate the possibility of using recycled aggregates from the demolition wastes available locally as the replacement of natural coarse aggregates in concrete. A series of tests were carried out to determine the density, compressive strength, split tensile strength, flexural strength and modulus of elasticity of concrete with and without recycled aggregates. The water cement ratio was kept constant for all the mixes. The coarse aggregate in concrete was replaced with 0%, 2
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Bangwar, D. K., A. Saand, M. A. Keerio, M. A. Soomro, and A. N. Laghari. "Replacement of Coarse Aggregate with Locally Available Brick Aggregate." Engineering, Technology & Applied Science Research 7, no. 6 (2017): 2266–67. http://dx.doi.org/10.48084/etasr.1587.

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Due to the abundant usage of concrete as a construction material, there is a fast dwindling source of aggregates. There are regions where there is scarcity of coarse aggregate, so to resolve this problem, Bricks Aggregates (BAs) can be used as coarse aggregate. A concrete mix ratio of 1:2:4 having characteristics strength of 3000 psi has been used in this experimental work. Compressive and tensile strength of concrete mix where 50% coarse aggregate is replaced with brick aggregate and concrete mix where 100% coarse aggregate is replaced with brick aggregate and addition of silica fume as a sup
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Bangwar, D. K., A. Saand, M. A. Keerio, M. A. Soomro, and A. N. Leghari. "Replacement of Coarse Aggregate with Locally Available Brick Aggregate." Engineering, Technology & Applied Science Research 7, no. 6 (2017): 2266–67. https://doi.org/10.5281/zenodo.1118360.

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Due to the abundant usage of concrete as a construction material, there is a fast dwindling source of aggregates. There are regions where there is scarcity of coarse aggregate, so to resolve this problem, Bricks Aggregates (BAs) can be used as coarse aggregate. A concrete mix ratio of 1:2:4 having characteristics strength of 3000 psi has been used in this experimental work. Compressive and tensile strength of concrete mix where 50% coarse aggregate is replaced with brick aggregate and concrete mix where 100% coarse aggregate is replaced with brick aggregate and addition of silica fume as a sup
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Botchway, Derrick Nii-Laryea, John Bentil, and Charles Yeboah Henaku. "Effect of Partial Replacement of Coarse Aggregate with Electronic Waste Plastic in Light Weight Concrete." Journal of Management Science & Engineering Research 5, no. 2 (2022): 38–44. http://dx.doi.org/10.30564/jmser.v5i2.4801.

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This study assessed the usefulness of the replacement of coarse aggregate partially with electronic waste (e-waste) plastic in lightweight concrete since developing countries have been challenged with management of e-waste as well as high cost of coarse aggregates for concrete production. Coarse aggregates were replaced with e-waste plastic in concrete at 5%, 10%, 15%, and 20% for a concrete class of C20. The particle size distribution of the e-waste plastic aggregates was determined as well as the slump, compressive strength, water absorption and bulk density of the concrete. Generally, the s
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Aktar, Most Sonia, Md Sultanul Islam, and Syria Mostak. "Performance Study of Construction and Demolition Waste as Coarse Aggregate on Strength and Cost-Effectiveness of Concrete." International Research Journal of Innovations in Engineering and Technology 08, no. 12 (2024): 53–59. https://doi.org/10.47001/irjiet/2024.812009.

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Concrete, the most widely used construction material, is mainly composed of coarse aggregate, fine aggregate, binding material and water. Limited natural resources have been utilized over the years for producing aggregates in the construction industry. The rapidly increasing generation of construction and demolition waste (CDW) threatens the environment, especially for countries like Bangladesh where it has become more difficult to dispose of due to rapid urbanization. As a result, continuous research has been conducted on recycling CDW so that they can be used as partial replacement of conven
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MBADIKE, ELIVS M., and EZEOKPUBE G.C. "Effect of Plastic Synthetic Aggregate in the Production of Lightweight Concrete." JOURNAL OF ADVANCES IN BIOTECHNOLOGY 2, no. 1 (2014): 83–88. http://dx.doi.org/10.24297/jbt.v2i1.5051.

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In this research work, the effect of plastic synthetic aggregate in the production of lightweight concrete was studied. The plastic synthetic aggregate was used to replace 0-40% of coarse aggregates. A mix proportion of 1:1.8:3.7 with water cement ratio of 0.47 were used. Concrete cubes of 150mmx150mmx150mm of coarse aggregate/plastic synthetic aggregate were cast and cured at 3,7,28,60 and 90 days respectively. At the end of each hydration period, the three concrete cubes for each hydration period were crushed and their average compressive strength recorded. A total of ninety (90) concrete cu
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Lan, Yue, Liangshan Shao, Zhiqing Pang, and Yuyuan Ma. "Research mortar recycled coarse aggregate effect on the strength and drying shrinkage properties of concrete." Journal of Physics: Conference Series 2954, no. 1 (2025): 012032. https://doi.org/10.1088/1742-6596/2954/1/012032.

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Abstract Different mortar coarse aggregate strength grades and various mortar coarse aggregate replacement rates were used to study C30 recycled aggregate concrete strength and durability of dry shrinkage. The results show that as the proportion of recycled coarse aggregate to the mortar increased, the concrete mixture became less fluid. Reducing the recycled rough strength caused a steady decrease in concrete strength, even if the replacement rate of recycled coarse aggregate in the mortar was constant. The strength of the concrete also decreased gradually as the rate of recycled crude aggreg
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Mallikarjuna Reddy, Dr V., and M. Manikanta Sai Swaroop. "Effect of Recycled Aggregates on Strength and performance of Recylced Aggregate Concrete." E3S Web of Conferences 184 (2020): 01085. http://dx.doi.org/10.1051/e3sconf/202018401085.

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This study is taken up to utilise the recycled coarse aggregate and recycled fine aggregate as replacement of natural aggregate in concrete mix. It is required to find the percentage of recycled coarse aggragate and recycled fine aggregate, as the strength of concrete can not be achieved by using higher percentaged. The purpose of study is to compare between recycled coarse aggregate and recycled fine aggregate with natural coarse aggregate and sand in terms of specific gravity, water absorption, particle size distribution. Further, this stydy will also consider the difference between the perf
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Rozprawy doktorskie na temat "Coarse Aggregate Replacement"

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Immelman, Derick Wade. "The influence of percentage replacement on the aggregate and concrete properties from commercially produced coarse recycled concrete aggregate." Thesis, Stellenbosch : Stellenbosch University, 2013. http://hdl.handle.net/10019.1/80388.

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Thesis (MScEng)--Stellenbosch University, 2013.<br>ENGLISH ABSTRACT: The aim of this research is to investigate the potential use of coarse recycled concrete aggregate (RCA) as a material in structural concrete. The lack of knowledge and specifications in South Africa are the main reasons for this research of RCA. By increasing the database of research of RCA in South Africa the possibility of specifications for this alternative building material can be initiated. The implications of such specifications would lead to RCA acceptance in concrete design and therefore reducing the amount of c
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Pinchi, S., S. Pinchi, J. Ramírez, J. Rodríguez, and C. Eyzaguirre. "Use of recycled broken bricks as Partial Replacement Coarse Aggregate for the Manufacturing of Sustainable Concrete." Institute of Physics Publishing, 2020. http://hdl.handle.net/10757/651762.

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The bricks are one of the primary materials required for construction of homes that no used completely when executes all the walls due, the excess purchase, the cutting to be settle, the breaking for their transfer and its fixed dimensions; this situation requires monitoring on work site the order, cleanliness and accidents. A common practice is these bricks and/or waste are included in the clearing construction before being deposited or eliminated in dumps or sanitary landfills, with their early clogging and shortening them to ther design lifespan. An important alternative to reduce this wast
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Yuan, Zheng Ging, and 鄭清元. "Researches on properties of electric arc furnace slag and its replacement for coarse aggregates of concrete." Thesis, 2000. http://ndltd.ncl.edu.tw/handle/18211186474713914255.

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碩士<br>國立中央大學<br>土木工程研究所<br>88<br>With the rapid progress in the industry in Taiwan, the demand for steels is increasing daily. The slags belonging to a by-product of steelmaking are considered as a waste of steels. However, the fine and coarse aggregates are less and less in Taiwan. So if we can know better the properties of slags and use them, we may save the cost of engineering and energy to increase the social economical benefits. Electric arc furnace slags are the solid by-products in the process of steelmaking. After dealing with them, they can be considered as a kind of resour
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Chen, Hong-Ru, and 陳弘儒. "Research on Effect on Recycled Concrete with Different Replacement Proportion of Coarse Aggregates by Construction Bricks." Thesis, 2008. http://ndltd.ncl.edu.tw/handle/58501890336804906008.

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碩士<br>中原大學<br>土木工程研究所<br>96<br>The purpose of this study was to ascertain the effect on the development of compressive strength and residual strength at enhanced temperatures of recycled concrete with different water cement ratios and varies percentages of replacing coarse aggregates with construction brick wastes. Before fracture test is applied, non-destructive methods such as measuring the pulse velocity through the samples, and ignition loss tests to calculate the degree of hydration in recycled concretes. Experiment results showed that different water cement ratio of recycled concrete,
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Książki na temat "Coarse Aggregate Replacement"

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An Experimental Study on Replacement of Cement with Fly Ash, Fine Aggregate with Graded Quarry Dust and Coarse Aggregate with Ceramic Waste Tiles in Concrete. ASDF International, 2017.

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Części książek na temat "Coarse Aggregate Replacement"

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He, Jingjing, Yong Zhang, Haodan Lu, Peng Huang, and Lihao Fan. "Research on the Influence of Aggregate Content on the Abrasion Resistance of High Performance Concrete." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-4355-1_68.

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AbstractPerformance tests were conducted on high abrasion resistance concrete with different coarse aggregate contents and sand replacement rates. The influence of aggregate content on the slump, compressive strength, and impact and wear resistance of concrete was analyzed. The results show that when the ratio of slurry to aggregate is 5:5, the slump and abrasion resistance strength of high abrasion resistance concrete decrease with the increase of sand replacement rate, while the compressive strength increases with the increase of sand replacement rate. At a ratio of 5:5–5, the abrasion resis
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Yun, Chin Mei, Md Rezaur Rahman, Kuok King Kuok, Amelia Pei Sze Chai, Amanda Bong Shi Ding, and Muhammad Khusairy Bin Bakri. "Glass Waste as Coarse Aggregate Filler Replacement in Concrete." In Waste Materials in Advanced Sustainable Concrete. Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-030-98812-8_2.

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Yun, Chin Mei, Md Rezaur Rahman, Kuok King Kuok, Amelia Chai Pei Sze, Joel Tiong Kung-Jiek, and Muhammad Khusairy Bin Bakri. "Uncrushed Cockleshell as Coarse Aggregate Filler Replacement in Concrete." In Waste Materials in Advanced Sustainable Concrete. Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-030-98812-8_4.

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Abd Razak, Rafiza, Mohd Mustafa Al Bakri Abdullah, Kamarudin Hussin, et al. "Performance of Sintered Pozzolanic Artificial Aggregates as Coarse Aggregate Replacement in Concrete." In Lecture Notes in Civil Engineering. Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-33-4918-6_10.

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Yun, Chin Mei, Md Rezaur Rahman, Durul Huda, et al. "Ceramic Tiles Waste as Coarse Aggregate Filler Replacement in Concrete." In Waste Materials in Advanced Sustainable Concrete. Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-030-98812-8_10.

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Irianti, Laksmi, Muhammad Isneini, Ratna Widyawati, Ofik Taupik Purwadi, and Prayoga Pratama Putra. "Replacement of Coarse Aggregate with Clay in Lightweight Reinforced Concrete Beam." In Proceedings of the 1st International Conference on Industry Science Technology and Sustainability (IConISTS 2023). Atlantis Press International BV, 2024. http://dx.doi.org/10.2991/978-94-6463-475-4_14.

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Panda, Bhagyashree, Nazia T. Imran, and Kundan Samal. "A Study on Replacement of Coarse Aggregate with Recycled Concrete Aggregate (RCA) in Road Construction." In Recent Developments in Sustainable Infrastructure. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-4577-1_91.

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Faridmehr, Iman, Ghasan Fahim Huseien, Mohammad Hajmohammadian Baghban, and Håvard Lund. "Effect of Discarded Rubber Tire Crumbs and Tile Ceramic Waste Powder on Workability and Strength Properties of Geopolymer Concrete." In Lecture Notes in Civil Engineering. Springer Nature Switzerland, 2025. https://doi.org/10.1007/978-3-031-69626-8_30.

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AbstractCurrently, geopolymers are introduced as sustainable construction materials with high durability performance and lower carbon dioxide emission. This experimental work prepared geopolymer concrete specimens with 30, 40, 50, 60, and 70% of tile ceramic waste powder (TCWPs) as ground blast furnace slag (GBFS) replacement. Then, the natural coarse and fine aggregates, including crushed stone and river sand, were replaced by 10, 20, and 30 vol% of discarded rubber tire crumbs (DRTCs). The effect of TCWPs and DRTCs inclusion on the geopolymer matrix workability, compressive strength, and spl
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Ramlan, Ridhuan, Shahiron Shahidan, Nor Najihah Zainol, et al. "Thermal Conductivity of Crumb Rubber as Partial Sand Replacement and Recycled Aggregates as Partial Coarse Aggregate Replacement in Concrete." In Proceedings of AICCE'19. Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-32816-0_75.

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Valekar, Navanath Shrirange, Anil Shirgire, and Sharma Om Prakash. "Analysis for Replacement of Coarse Aggregate by Waste Tyre Rubber in Construction." In Techno-Societal 2018. Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-16848-3_51.

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Streszczenia konferencji na temat "Coarse Aggregate Replacement"

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B, Deva Narayanan, and Mona Sood. "Concrete Strength and Cost Effectiveness of M25 Mix by Partial Replacement of Coarse Aggregate with Recycled PCC Waste." In 2024 3rd Edition of IEEE Delhi Section Flagship Conference (DELCON). IEEE, 2024. https://doi.org/10.1109/delcon64804.2024.10866804.

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Ejaz, Sheikh Zakria, Chaudhary Tabarak Shafqat, Usama Jameel, Hurraira Choudary, and Anwar Khitab. "Challenges in Translating Rubberized Mortar Properties to Concrete: Segregation and Shear Slump." In 14th International Civil Engineering Conference. Trans Tech Publications Ltd, 2025. https://doi.org/10.4028/p-1m7ixc.

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Rubberized cementitious composites are gaining focus in sustainable construction. Crumb rubber, sourced from waste tires, is used as a partial replacement for sand in concrete. However, rubber's low density, elasticity, and hydrophobic nature reduce workability and mechanical strength, owing to voids and poor compaction. To address these issues, supplementary cementitious materials (SCMs) like silica fume and fly ash, along with polypropylene (PP) fibres, were incorporated in this study. A control mortar mix with a 1:4 cement-to-sand ratio was established, and 10% of the sand was replaced by c
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Akande, E. O., S. I. Ebirim, O. Suliat, et al. "Effects of Partial Replacement of Coarse Aggregates with Coconut Shell and Polyethylene Terephthalate on the Mechanical Properties of Concrete." In 2024 IEEE 5th International Conference on Electro-Computing Technologies for Humanity (NIGERCON). IEEE, 2024. https://doi.org/10.1109/nigercon62786.2024.10927081.

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Tahwia, Ahmed M., Mohamed Amin, Nirmen Abdelaziz, and Ashraf Mohamed Heniegal. "Performance Evaluation of Sustainable High-Strength Lightweight Concrete Incorporating Wastes as Aggregates at Elevated Temperatures." In 15th International Conference on Sustainable Green Construction and Nano-Technology "Advances in Fire Safety, HVAC-R, and Built Environment". Trans Tech Publications Ltd, 2024. http://dx.doi.org/10.4028/p-emdl2w.

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The purpose of this paper was to assess the effect of upcycling crushed lightweight bricks and plastic waste on the hardened properties of structural lightweight high-strength concrete before and after exposure to elevated temperatures. The lightweight concrete under study was prepared with sand, lightweight crushed bricks as fine aggregate, dolomite, coarse plastic waste, crushed lightweight bricks as coarse aggregate, Portland cement, silica fume (SF), and high-range water-reducing admixtures (HRWR). Besides the slump test, dry density, compressive strength, splitting tensile strength, flexu
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Sakultong, Pronpimon, Suwimol Asavapisit, and Rungroj Piyapanuwat. "Effect of coarse aggregate replacement with working mold from ceramic industry in lightweight aggregate concrete." In 2015 International Conference on Science and Technology (TICST). IEEE, 2015. http://dx.doi.org/10.1109/ticst.2015.7369332.

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Heniegal, Ashraf Mohamed, Mohamed Amin, Nirmen Abdelaziz, and Ahmed M. Tahwia. "Sustainable Disposal of Different Solid Wastes as Aggregate for Fabricating Lightweight Concrete: Physio-Mechanical Performance and Durability." In 15th International Conference on Sustainable Green Construction and Nano-Technology "Advances in Fire Safety, HVAC-R, and Built Environment". Trans Tech Publications Ltd, 2024. http://dx.doi.org/10.4028/p-6etzho.

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It is crucial to utilize industrial waste and recycled bricks in concrete production, particularly in lightweight concrete, for the sake of sustainability. The objective of this investigation is to produce sustainable, durable, and structural lightweight concrete by replacing natural aggregates (dolomite and sand) with industrial waste (plastic waste) and recycled bricks (crushed lightweight bricks). Two groups of mixtures were conducted in which coarse plastic waste and coarse crushed lightweight bricks were used to partially and fully replace the coarse aggregate in the first group. In the s
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P. T, Abhila Raj. "Experimental Study on Concrete with Partial Replacement of Fine Aggregate with Locally Available Soil and Coarse Aggregate with E-Waste." In The International Conference on scientific innovations in Science, Technology, and Management. International Journal of Advanced Trends in Engineering and Management, 2023. http://dx.doi.org/10.59544/nndm8611/ngcesi23p30.

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Concrete is the most preferred and the single largest building material used by the construction industry. The main constituents of concrete are cement, fine aggregate and coarse aggregate. This study was carried out to determine the possibilities of using locally available soil we get it from locally by construction sites, soil from digs and the coarse aggregate as the e-waste. The management and recycling of E-plastic waste is \rapidly growing as it is a valuable resource of IT industries and it is very hazardous substances and with low recycling rate. The utilization of e plastic waste mate
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Khalid, Faisal Sheikh, Nurul Bazilah Azmi, Khairul Azwa Syafiq Mohd Sumandi, and Puteri Natasya Mazenan. "Mechanical properties of concrete containing recycled concrete aggregate (RCA) and ceramic waste as coarse aggregate replacement." In THE 2ND INTERNATIONAL CONFERENCE ON APPLIED SCIENCE AND TECHNOLOGY 2017 (ICAST’17). Author(s), 2017. http://dx.doi.org/10.1063/1.5005412.

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"Engineering Properties of Concrete with Extruded Waste Recycled Plastic Aggregate as a Partial Coarse Aggregate Replacement." In SP-361: Concrete and Cement-Based Composites for Sustainable Built Environments. American Concrete Institute, 2024. http://dx.doi.org/10.14359/51740606.

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MITWALLY, Mohamed Elwi, Amr ELNEMR, Ahmed SHASH, and Ahmed BABIKER. "Utilization of Steel Slag as Partial Replacement for Coarse Aggregate in Concrete." In 2023 2nd International Conference on Smart Cities 4.0. IEEE, 2023. http://dx.doi.org/10.1109/smartcities4.056956.2023.10526048.

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Raporty organizacyjne na temat "Coarse Aggregate Replacement"

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EXPERIMENTAL AND NUMERICAL ANALYSIS OF L-SHAPED COLUMN COMPOSED OF RECYCLED AGGREGATE CONCRETE-FILLED SQUARE STEEL TUBES UNDER ECCENTRIC COMPRESSION. The Hong Kong Institute of Steel Construction, 2023. http://dx.doi.org/10.18057/ijasc.2023.19.2.10.

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The eccentric compression behaviors of L-shaped columns made of recycled aggregate concrete-filled square steel tubes (L-RACFST) with various replacement ratios of recycled coarse aggregate (RCA) are introduced in this paper. The experimental study demonstrates that the overall instability failure is the final failure mode of the L-RACFST columns and that the replacement ratio of RCA has little influence on the final failure mode of the specimens. When the RCA replacement ratio exceeds 40%, the specimens frequently move right into the failure stage. Recycled aggregate concrete (RAC) inside ste
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