Relevant bibliographies by topics / Conventional Aggregate Concrete

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Book chapters
  4. Conference papers
  5. Reports

Academic literature on the topic 'Conventional Aggregate Concrete'

Author: Grafiati
Published: 3 June 2025
Last updated: 31 July 2025

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Journal articles on the topic "Conventional Aggregate Concrete"

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Al Bakri, A. M. Mustafa, Y. Zarina, M. N. Noor, H. Kamarudin, C. M. Ruzaidi, and A. R. Rafiza. "Study of Concrete Using Modified Polystyrene Coarse Aggregate." Advanced Materials Research 740 (August 2013): 502–6. http://dx.doi.org/10.4028/www.scientific.net/amr.740.502.

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Polymer recycling has received a great deal of attention in recent years. At the present time, small percentages of polymer wastes in Malaysia are being recycled. The recycling process has typically consisted of reprocessing the waste material to make other polymeric products or energy recovery from complete combustion. Thus, the development of concrete using non-conventional aggregates, such as polymer waste (especially polystyrene), ceramic waste, or other wastes, has been investigated to determine the comparative properties of the various concretes and the comparative costs. This paper the
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Kencanawati, N. N., H. Hariyadi, N. Ngudiyono, B. Anshari, and L. G. A. Mukti. "Nilai kekerasan permukaan pada beberapa tipe beton dengan agregat buatan dan korelasinya terhadap kuat tekan." Dinamika Teknik Mesin 14, no. 2 (2024): 128. http://dx.doi.org/10.29303/dtm.v14i2.835.

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Along with the development of technology to utilize waste in order to create sustainable concrete materials; therefore, this research tries to apply several artificial aggregates derived from concrete waste and fly ash. The test object was a standard concrete cylinder measuring 150 mm in diameter and 300 mm in height. Concrete was made from geopolymer coarse aggregate, treated recycled coarse aggregate, and conventional coarse aggregate. The surface hardness value was measured using a hammer test to obtain the rebound number (RN). Tests were also conducted on concrete with natural aggregate. T
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Li, Tan, and Jianzhuang Xiao. "Discrete Element Simulation Analysis of Biaxial Mechanical Properties of Concrete with Large-Size Recycled Aggregate." Sustainability 13, no. 13 (2021): 7498. http://dx.doi.org/10.3390/su13137498.

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Concrete made with large-size recycled aggregates is a new kind of recycled concrete, where the size of the recycled aggregate used is 25–80 mm, which is generally three times that of conventional aggregate. Thus, its composition and mechanical properties are different from that of conventional recycled concrete and can be applied in large-volume structures. In this study, recycled aggregate generated in two stages with randomly distributed gravels and mortar was used to replace the conventional recycled aggregate model, to observe the internal stress state and cracking of the large-size recyc
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Khattab, Mohammed, and Samya Hachemi. "Performance of Recycled Aggregate Concrete Made with Waste Refractory Brick." International Journal of Engineering Research in Africa 57 (November 9, 2021): 99–113. http://dx.doi.org/10.4028/www.scientific.net/jera.57.99.

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Concrete containing recycled aggregates have different properties from concrete containing natural aggregates. This work investigates, firstly, the possibility of using recycled refractory bricks (RBA) as coarse aggregate for concrete, and secondly, finds the ideal replacement percentage of natural coarse aggregate (NCA) by RBA. For this, an experimental study was carried out to assess the physical and mechanical properties of concrete produced with the partial and total replacement of NCA by RBA. Two types of RBA from two different sources were used, RBA-1 obtained from the grinding of new re
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Robert, Ataria, and S. T. Orumu. "Bond strength of rebar and recycled aggregate concrete made with crumb rubber of different concentrations." Journal of Scientific and Engineering Research 9, no. 1 (2022): 70–76. https://doi.org/10.5281/zenodo.10498113.

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<strong>Abstract</strong> Globally, there has been an urgent call to develop methods of reusing waste materials (recycled aggregates and crumb rubber from motor vehicles) in the construction industry in order to meet sustainability targets while reducing carbon emissions. There has been a lot of research done on the mechanical properties of concrete made with recycled aggregates or crumb rubber, but very little on rubber recycled aggregate concrete. This study investigates the bond strength of concrete containing recycled aggregates and crumb rubber of 5% and 15% concentration. The results of
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Ahmed Memon, Bashir, Mahboob Oad, and Abdul Hafeez Buller. "Effect of Fine Aggregate Type on Workability and Compressive Strength of Recycled Aggregate Concrete." International Journal of Research and Review 10, no. 4 (2023): 152–62. http://dx.doi.org/10.52403/ijrr.20230420.

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The ever-increasing need of infrastructure around the globe gave rise to consumption of concrete ingredients at faster pace and generates huge quantum of the construction and demolishing waste. Both factors are serious problem to environment and waste management. Therefore, this research article presents the laboratory investigation on the effect of type of fine aggregates in recycled aggregate concrete prepared with recycled aggregates from demolished concrete. It will not only reduce the waste management to some extent, help in preserving the environment, avoid health problems of inhabitants
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Chavan, Ketan S., and Prof Manoj P. Wagh. "Experimental Study on Conventional Recycled Aggregate Concrete Associate with Micro Silica." International Journal for Research in Applied Science and Engineering Technology 11, no. 6 (2023): 2435–42. http://dx.doi.org/10.22214/ijraset.2023.54076.

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Abstract: The ongoing need for infrastructure around the world as a result of continued population growth suggests that more aggregate and cement will be needed in the manufacture of concrete. This would eventually result in greater carbon emissions, increased resource extraction, and depletion. The increasing aggregate and cement requirements are a result of the constant global demand for concrete. More extraction occurs as a result, depleting natural gravel resources and increasing CO2 emissions from quarrying operations. Construction costs and carbon emissions could both be reduced by parti
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Khan, Suhail Mushtaq. "A Study Based upon the Usage Recycled Aggregate to Enhance the Strength Aspects of Conventional Concrete: A Critical Review." International Journal for Research in Applied Science and Engineering Technology 9, no. VI (2021): 1567–70. http://dx.doi.org/10.22214/ijraset.2021.35222.

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Recycled aggregates are those crushed cement concrete or asphalt pavement which comes out from the construction debris which is reused in construction. They are made from the reprocessing of materials which have been used in previous constructions. This paper discusses about the study of properties of recycled aggregates from the sources which has already been published. The results are that 100% replacement of natural aggregate by recycled concrete aggregate effect on chloride ions resistance, it plays negative effects on durability of recycled concrete aggregates, and addition of fiber in re
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Anuja, Thakur*1 &. Nagesh Shelke2. "EXPERIMENTAL STUDY ON GGBS AGGREGATE IN CONCRETE." GLOBAL JOURNAL OF ENGINEERING SCIENCE AND RESEARCHES 5, no. 7 (2018): 297–300. https://doi.org/10.5281/zenodo.1313656.

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The concern about the depletion of natural sources and the effect on environment has particularly focused attention on synthetically produced material (aggregate manufactured from waste material) as an alternative to naturally occurring materials. In order to find alternatives over natural resources, the waste products has to be used effectively. Due to the high volume consumption, all the natural resources were facing depletion. On the other hand, safe disposal of industrial waste material becomes difficult task.In the present study, manufacturing process of cement bonded GGBS aggregate using
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Yang, Hai Feng, Zhi Heng Deng, and Ying Huang. "Analysis of Stress - Strain Curve on Recycled Aggregate Concrete under Uniaxial and Conventional Triaxial Compression." Advanced Materials Research 168-170 (December 2010): 900–905. http://dx.doi.org/10.4028/www.scientific.net/amr.168-170.900.

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43 Φ50mm × 100mm column stress - strain curve tests are completed through RMT-201, which studied the compressive stress - strain curves of recycled aggregate concretes at distinct confining pressures under conventional triaxial stress state. This article, has analyzed the influence of different water-cement ratios, confining pressures on the curves, and raised constitutive equations of triaxial compression stress - strain curves for the different strength of recycled aggregate concretes.The brittleness indexes for recycled aggregate concrete under distinct confining pressures were analyzed con
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Dissertations / Theses on the topic "Conventional Aggregate Concrete"

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Deda, Hugo. "The Influence of the Binder Type & Aggregate Nature on the Electrical Resistivity and Compressive Strength of Conventional Concrete." Thesis, Université d'Ottawa / University of Ottawa, 2020. http://hdl.handle.net/10393/41463.

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Concrete has been used in a number of civil engineering applications due to its interesting fresh, hardened, and durability-related properties. 28-day compressive strength is the most important hardened state property and is frequently used as an indicator of the material’s quality. However, early-age mechanical properties are a key factor nowadays to enhance construction planning. Several advanced techniques have been proposed to appraise concrete microstructure and quality, and among those electrical resistivity (ER) is one of the most commonly used since it is a non-destructive and low-cost
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Cunha, Michel Gustavo Cardoso. "Viabilidade do uso de RCD proveniente da geração dos concretos convencional e de alta resistência através da utilização do jigue como agente do beneficiamento." reponame:Biblioteca Digital de Teses e Dissertações da UFRGS, 2017. http://hdl.handle.net/10183/178221.

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O presente trabalho avaliou a viabilidade do uso de Resíduos de Construção e Demolição (RCD) provenientes da geração de dois traços de concretos distintos. Um Concreto Convencional-CC (traço em massa:1:2,94:3,56; a/c:0,61) utilizando cimento CP IV 32 e outro concreto de Alta Resistência-CAR (traço em massa:1:1,11:2; a/c: 0,22; com adição, aditivo e pó xadrez vermelho) utilizando cimento CP V-ARI. Após 28 dias de cura, 3 corpos de prova de cada traço foram submetidos ao ensaio de resistência a compressão axial apresentando em média para CC 21,02 MPa e para CAR 95,09 MPa. Os materiais de ambos o
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Kyalika, Cynthia Mumeka. "Impact of curing methods on the strength of copper slag concrete." Diss., 2019. http://hdl.handle.net/10500/26694.

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The eco-friendly alternatives use is increasing momentum in a conscious effort towards sustainability. In this regards, the relevance and the economic value of using copper slag as a concrete aggregate are explored in this study in order to contribute towards metallurgical waste recycling. Emphasis is placed on the evaluation of the concretes strengthening prepared with copper slag contents and produced under four curing methods: water immersion, water spraying, plastic sheet covering and air-drying. In each curing case excluding for water immersion, was duplicated in indoors (i.e. in t
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Book chapters on the topic "Conventional Aggregate Concrete"

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Pradhan, Subhasis, Shailendra Kumar, and Sudhirkumar V. Barai. "Macro-level Performance Assessment of Concrete: Conventional Approach." In Particle Packing Method for Recycled Aggregate Concrete. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-99-7516-7_5.

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Silva, F. A. N., M. T. A. Silva, F. A. F. Lopes, J. M. P. Q. Delgado, and A. C. Azevedo. "Use of Construction Waste to Replace Conventional Aggregate in Reinforced Concrete Production." In Building Rehabilitation and Sustainable Construction. Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-030-95487-1_6.

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Vedhanayaghi, V. J., S. Arun Bharathi, S. Muthulakshmi, and K. Divya Susanna. "Experimental Study on Alternative Material for Conventional Fine and Coarse Aggregate in Concrete." In Lecture Notes in Civil Engineering. Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-5041-3_4.

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Yeon, Jung Heum, Yeoung-Geun Choi, Cheol-Jae Yang, and Kyu-Seok Yeon. "Effect of Polymer Paste Content on the Porosity and Strength of Pervious Polymer Concrete." In Springer Proceedings in Materials. Springer Nature Switzerland, 2024. http://dx.doi.org/10.1007/978-3-031-72955-3_26.

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AbstractThis study investigates the effect of polymer paste content on the porosity and strength of pervious polymer concrete made of unsaturated polyester resin, fly ash filler, and crushed coarse aggregate. The porosity (total porosity and connected porosity) and strength (compressive and flexural strengths) for different polymer paste contents were investigated. The polymer paste content was chosen as an experimental variable because it determines the cost-effectiveness and has a significant impact on various material properties. The results showed that the total and connected porosity fell
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Hossain, F. M. Zahid, Quazi Umme Rukiya, Kishoare Tamanna, and M. Shahria Alam. "Investigation on Bond Strength of Recycled Aggregate Concrete Using Crumb Rubber and Polypropylene Fiber as Partial Replacements for Conventional Construction Materials." In Lecture Notes in Civil Engineering. Springer Nature Switzerland, 2024. http://dx.doi.org/10.1007/978-3-031-63280-8_18.

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Sanchez, Leandro F. M., Michele Griffa, and Andreas Leemann. "Assessment of ASR-Induced Expansion and Deterioration in Conventional Concrete Incorporating a Highly Reactive Coarse Aggregate via Resonant Ultrasound Spectroscopy Coupled with Imaging Techniques." In RILEM Bookseries. Springer Nature Switzerland, 2024. http://dx.doi.org/10.1007/978-3-031-59349-9_5.

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Islam, M. M. U., J. Li, R. Roychand, and M. Saberian. "A Compact Review on the Waste-Based Lightweight Concrete: Advancement and Possibilities." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-3330-3_17.

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AbstractLightweight concrete (LWC) has been used for more than 2000 years, and the technical development of waste-based LWC is still proceeding. Notably, the very first representative concrete mix of infrastructural LWC was introduced for building a family house in Berlin, Germany, a few decades ago. The unique and distinctive combination of waste-based LWC successfully creates an appealing alternative to traditional concrete aggregates in terms of durability, robustness, cost, energy-saving, transportation, environmental advantages, innovative architectural designs and implementations, and ea
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Scurlock, R. G., and K. B. Mohd Yusof. "Cryogenic and Frostproof Concrete Made from Conventional Aggregates and Portland Cement." In Advances in Cryogenic Engineering. Springer US, 2000. http://dx.doi.org/10.1007/978-1-4615-4215-5_105.

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Mukhopadhyay, Anol, and Xijun Shi. "Microstructural Characterization of Portland Cement Concrete Containing Reclaimed Asphalt Pavement Aggregates Using Conventional and Advanced Petrographic Techniques." In Advances in Cement Analysis and Concrete Petrography. ASTM International, 2016. http://dx.doi.org/10.1520/stp161320180008.

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Simon, Jaziitha, Hans Beushausen, and Mark Alexander. "The Use of Recycled Construction and Demolition Waste in Low-Strength Concrete Brick and Block Production: A South African Perspective." In Lecture Notes in Civil Engineering. Springer Nature Switzerland, 2025. https://doi.org/10.1007/978-3-031-69626-8_24.

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AbstractThe surge in population and urbanization in South Africa has increased construction activities, leading to the generation of a significant amount of construction and demolition waste (C&amp;DW). While a portion of this waste is used in low-grade applications, the rest ends up in landfills. The conventional use of virgin materials persists, contributing to environmental issues such as increased energy usage and CO2 emissions from the mining and transportation of raw materials and the use of cement in concrete production. To promote a circular economy, resource efficiency, and reduced ca
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Conference papers on the topic "Conventional Aggregate Concrete"

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Phuyal, Kabiraj, James Mahar, and Mustafa Mashal. "Utilization of Precipitated Calcium Carbonate (PCC) and Upcycled Concrete Aggregate (UCA) in Civil Engineering." In IABSE Congress, San José 2024: Beyond Structural Engineering in a Changing World. International Association for Bridge and Structural Engineering (IABSE), 2024. https://doi.org/10.2749/sanjose.2024.0146.

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&lt;p&gt;The purpose of this study is to utilize Precipitated Calcium Carbonate (PCC) and Upcycled Concrete Aggregate (UCA) in civil engineering. PCC is a fine to coarse grain material generated during the production of sugar from sugar beets. UCA is produced from demolished and returned concrete by the extraction of primarily calcium and alkalinity. The test results on PCC alone show that the optimum content to achieve a minimum 28 MPa (4000 psi) compressive strength is up to 30% by weight of Portland cement. The corresponding compressive strength of mixes in which conventional aggregate was
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Nixon, R. A. "Coating Concrete after 28 Days: Why There Is No Magic in This Number." In SSPC 2018. SSPC, 2018. https://doi.org/10.5006/s2018-00049.

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Abstract Historically, the coatings industry has prescribed 28 days of cure time for concrete before coating application. The 28-day threshold was based on conventionally specified strength gain values such as minimum 5,000 psi compressive strength at 28 days. The logic behind the adoption of the 28-day rule was twofold: The majority of minimum specified strength gain is empirically reached within the first 28 days. Therefore, if the compressive strength has mostly been achieved, then most of the tensile stress that form cracks will have developed. This assumes most of the shrinkage of the cem
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Ruchir, A. J., H. C. Guruprasad, and Arunkumar Yadav. "Comparative study of reused aggregate concrete with natural aggregate concrete properties by conventional and AI techniques." In THE 8TH ANNUAL INTERNATIONAL SEMINAR ON TRENDS IN SCIENCE AND SCIENCE EDUCATION (AISTSSE) 2021. AIP Publishing, 2022. http://dx.doi.org/10.1063/5.0118963.

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Gopi, K. Sai, T. Srinivas, and S. P. Raju V. "Comparative study of recycled plastic waste as fine aggregate in conventional concrete and geopolymer concrete." In SEVENTH INTERNATIONAL SYMPOSIUM ON NEGATIVE IONS, BEAMS AND SOURCES (NIBS 2020). AIP Publishing, 2021. http://dx.doi.org/10.1063/5.0058473.

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Chandrasiri, Janith, and Janaka Perera. "The Properties of Lime/Soil Concrete." In The SLIIT International Conference on Engineering and Technology 2022. Faculty of Engineering, SLIIT, 2022. http://dx.doi.org/10.54389/bjwt7503.

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The investigation of materials for replacing cement in concrete manufacturing has garnered steady interest from experts in recent years. However, the majority of past researches have only focused on the use of lime as a cement substitute in producing Lime Concrete. The reason for this is that lime concrete can be made easily and cheaply while still providing a durable material that can minimize negative environmental impacts. Even though lime is used as an alternative material the integration of a new material as a replacement for conventional aggregates has been limited. As a result, this stu
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Shaminda, A., and N. Jayantha. "Evaluation of internal curing in roller compacted concrete using brick waste as a partial aggregate replacement." In Transport Research Forum 2025. Transportation Engineering Group, Department of Civil Engineering, University of Moratuwa, 2025. https://doi.org/10.31705/trf.2025.9.

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Even though there are some countries manufacturing internal curing aggregates, they are a bit expensive to utilize in industry. The reason is that the scarcity of raw materials and some amount of processing have to be done before using the material. Therefore, scientists and research enthusiasts are experimenting to seek the best alternative substances for internal curing aggregates using industrial waste. In this study, brick waste is taken to check whether there is a possibility to be used as a partial aggregate replacement for roller-compacted concrete using an internal curing approach. Qua
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Vanitha, S. "Feasibility Study on Utilization of Compost as a Partial Replacement of Fine Aggregate in Conventional Concrete." In Sustainable Materials and Smart Practices. Materials Research Forum LLC, 2022. http://dx.doi.org/10.21741/9781644901953-8.

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Abstract. Solid waste management is the biggest challenge due to population growth. Lack of awareness about onsite processing of solid waste implies production of huge quantity of solid waste which is unmanageable. In this study an attempt is made to utilize the degraded solid waste called compost which is collected from municipal site and is used as a filler material in concrete. Compost is replaced for fine aggregate with 5%, 10%, 15% and 20% in conventional concrete. The compressive strength results at the age of 28 days are 30.5, 19.8, 16.8 and 18.2 N/mm2 respectively. Result indicates 5%
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"Study of Mix Proportion of Structural Concrete with Recycled Aggregate of CCW for Application in Precast Slabs." In Non-Conventional Materials and Technologies. Materials Research Forum LLC, 2018. http://dx.doi.org/10.21741/9781945291838-69.

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Manoj, S., and T. S. Lakshmi. "Experimental study on compressive strength of concrete using pumice aggregate with 20% GGBS and metakaolin with conventional concrete." In 2ND INTERNATIONAL INTERDISCIPLINARY SCIENTIFIC CONFERENCE ON GREEN ENERGY, ENVIRONMENTAL AND RENEWABLE ENERGY, ADVANCED MATERIALS, AND SUSTAINABLE DEVELOPMENT: ICGRMSD24. AIP Publishing, 2024. http://dx.doi.org/10.1063/5.0233218.

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Weerasinghe, D. N., D. P. H. K. Wickramasinghe, R. M. K. M. Rathnayake, and R. U. Halwatura. "Utilization of waste plastic HDPE with filler materials (fly ash and bottom ash / ceramic waste) as alternatives to natural coarse aggregates; strength properties." In Civil Engineering Research Symposium 2024. Department of Civil Engineering, University of Moratuwa, 2024. http://dx.doi.org/10.31705/cers.2024.45.

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The increasing costs of construction materials and the rapid depletion of natural aggregates have highlighted the urgent need for sustainable alternatives in the construction industry. In this context, plastic waste, particularly high-density polyethylene (HDPE), has become a significant environmental challenge due to the global surge in plastic production and disposal. This study investigates the feasibility of using synthetic coarse aggregates derived from post- consumer HDPE plastic waste, combined with various filler materials, as an environmentally friendly substitute for natural aggregat
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Reports on the topic "Conventional Aggregate Concrete"

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Huang, Cihang, Yen-Fang Su, and Na Lu. Self-Healing Cementitious Composites (SHCC) with Ultrahigh Ductility for Pavement and Bridge Construction. Purdue University, 2021. http://dx.doi.org/10.5703/1288284317403.

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Cracks and their formations in concrete structures have been a common and long-lived problem, mainly due to the intrinsic brittleness of the concrete. Concrete structures, such as rigid pavement and bridge decks, are prone to deformations and deteriorations caused by shrinkage, temperature fluctuation, and traffic load, which can affect their service life. Rehabilitation of concrete structures is expensive and challenging—not only from maintenance viewpoints but also because they cannot be used for services during maintenance. It is critical to significantly improve the ductility of concrete t
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Deb, Robin, Paramita Mondal, and Ardavan Ardeshirilajimi. Bridge Decks: Mitigation of Cracking and Increased Durability—Materials Solution (Phase III). Illinois Center for Transportation, 2020. http://dx.doi.org/10.36501/0197-9191/20-023.

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Type K cement offers a lower slump than conventional concrete, even at a higher water-to-cement ratio. Therefore, a suitable chemical admixture should be added to the Type K concrete mix design at a feasible dosage to achieve and retain target slump. In this project, a compatibility study was performed for Type K concrete with commercially available water-reducing and air-entraining admixtures. Slump and air content losses were measured over a period of 60 minutes after mixing and a particular mid-range water-reducing admixture was found to retain slump effectively. Furthermore, no significant
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