Gotowe bibliografie tematyczne / Substitutes for concrete constituents

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Gotowa bibliografia na temat „Substitutes for concrete constituents”

Autor: Grafiati

Data publikacji: 3 czerwca 2025

Data aktualizacji: 31 lipca 2025

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Artykuły w czasopismach na temat "Substitutes for concrete constituents"

G., Mohankumar*1 &. S. Sudharsan2. "STUDY ON THE REPLACEMENT OF CEMENT AND FINE AGGREGATE WITH QUARRY DUST." INTERNATIONAL JOURNAL OF ENGINEERING SCIENCES & RESEARCH TECHNOLOGY 6, no. 7 (2017): 460–67. https://doi.org/10.5281/zenodo.829359.

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Quarry dust is the crusher waste of granite quarries which is about 13-15 % of the total quarry products and accumulation of this waste generates environmental issues. For the past three decades, the scarcity of river sand has been taken seriously and research initiated to replace it with quarry dust either in the available form, or fines removed or processed sand. The presence of very fine particles found as 5-8% demands for increased water cement ratio for better workability which could reduce the strength of the concrete. Therefore it is emphasized, to replace cement partially with these fi

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Abbas, Y., R. Djebien, N. Toubal Seghir, and O. Benaimeche. "Enhancing Mechanical Behaviour and Durability of High Performance Concrete with Silica Fume, Ground Blast Furnace Slag, and Marble Powder." Journal of Applied Engineering Sciences 13, no. 2 (2023): 137–46. http://dx.doi.org/10.2478/jaes-2023-0018.

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Abstract This study investigates the impact of waste additives on the behaviour of high-performance concrete and its environmental implications, with a specific focus on resource conservation. The research objectives were realised through the preparation of high-performance concrete specimens incorporating industrial waste materials and marble powder as partial replacements for cement and fine aggregates, respectively. Silica fume and ground blast furnace slag were introduced as substitutes for 8% of the cement’s weight. Powdered marble was volumetrically substituted at levels of 5%, 10%, and

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Vladimir, Muhammad Bima, Sahrah Umara Dewi, Riza Susanti, and Puji Widodo. "Pemanfaatan Sampah Plastik Pet dan Kertas Sebagai Substitusi Agregat pada Beton Ringan pada Kolom Praktis Bangunan." Jurnal Sipil dan Arsitektur 1, no. 1 (2023): 8–15. http://dx.doi.org/10.14710/pilars.1.1.2023.8-15.

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Almost all building construction projects use concrete as the material. The dead load of a construction building is affected by the specific gravity of the concrete. Lightweight concrete has a unit weight below 1900 kg/m3 (SNI 03-2847-2002). Lightweight concrete uses lightweight aggregate as a constituent, so PET plastic and paper can be used as aggregate substitutes. PET plastic has the characteristics of being durable, strong, light, thick, and with good abrasion resistance, which has a positive effect on the compressive strength test. The paper contains hydrogen, which can bind to OH molecu

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Balegamire, Clarisse Njovu, Pierre Jean-Marie Dable, Kouwelton Kone, and Bossissi Nkuba. "Use of a Design of Experiments (DOE) for Studying the Substitution of Natural River Sand (NRS) by Gold Mine Tailings (GMT) in Concrete Manufacturing." Recycling 7, no. 4 (2022): 50. http://dx.doi.org/10.3390/recycling7040050.

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The extraction of precious minerals leaves behind an important amount of tailings. When stored in nature, these tailings contribute to environmental degradation. To reduce this degradation, tailings are incorporated in construction as substitute to natural materials. The objective of this study was to use a design of experiments (DOE) to reveal how the substitution of natural river sand (NRS) by gold mine tailings (GMT) in concrete manufacturing can be optimally achieved. This DOE considered three constituents: the amounts of NRS/GMT, that of gravel and of cement. The experimental domain was d

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Majid, Asrul, and Hammam Rofiqi Agustapraja. "THE EFFECT OF ADDING CEMENT WASTE ON THE QUALITY OF CONCRETE COMPRESSIVE." Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan 6, no. 2 (2021): 213. http://dx.doi.org/10.30736/cvl.v6i2.714.

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Infrastructure development is one of the important aspects of the progress of a country where most of the constituents of infrastructure are concrete. The most important constituent of concrete is cement because its function is to bind other concrete materials so that it can form a hard mass. The large number of developments using cement as a building material will leave quite a lot of cement bags.In this study, the authors conducted research on the effect of adding cement waste to the compressive strength of concrete. This study used an experimental method with a total of 24 test objects. The

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Sounthararajan, V. M., and A. Sivakumar. "The Effect of Accelerators and Mix Constituents on the High Early Strength Concrete Properties." ISRN Civil Engineering 2012 (July 15, 2012): 1–7. http://dx.doi.org/10.5402/2012/103534.

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The present research study focused on the high early strength concrete properties that can be produced with large replacement of cement by fly ash. Also, the effects of adding fibres on the compressive strength gain and early age strength gain properties are determined. Tests were conducted on different high strength concrete specimens, where fly ash was substituted for cement up to 50%. Different types of concrete specimens were casted and tested for different fine-to-coarse aggregate ratio, metallic fibre content, cement-to-total-aggregate ratio, and accelerator dosage. The test results indi

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Paul, Suvash Chandra, Md Ahosun Habib Santo, Sowmik Ahmed Nahid, et al. "Potential Use of COVID-19 Surgical Masks and Polyethylene Plastics in Developing Sustainable Concrete." Journal of Composites Science 7, no. 9 (2023): 402. http://dx.doi.org/10.3390/jcs7090402.

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Managing disposable waste surgical face masks and plastic made from polyethylene (PE) resin is a real challenge. Thus, these are considered a great threat to the environment. Generally, surgical face masks are made of microplastic made of polypropylene materials. Both polypropylene and PE are not easily decomposable in the soil. Consequently, the presence of these waste materials can have detrimental effects on terrestrial and aquatic ecosystems, exacerbating the ongoing crisis faced by the animal kingdom and the broader biosphere. Hence, it is imperative to identify alternate and efficient me

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Zebilila, Mohammed D. H., Zakari Mustapha, Mohammed Latif Kikaa, et al. "SUSTAINABLE CONCRETE PRODUCTION USING WASTE GLASS POWDER AS A PARTIAL REPLACEMENT OF FINE AGGREGATE." INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD) 7, no. 1 (2024): 22–29. http://dx.doi.org/10.25105/cesd.v7i1.20205.

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The construction industry, in response to environmental concerns tied to traditional methods, explores alternative materials for concrete. The study aims to investigate the strength of concrete using waste glass powder as a partial substitute for sand. Waste glass powder was varied in concrete by 10%, 20%, and 30% replacement with sand. Silt and sieve analysis tests and compressive and water absorption tests were conducted on the constituents of concrete. Findings show that the water absorption test performed on the sample of 30% replacement of sand with waste glass powder absorbed 5 times les

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Abdillah, Syafiadi Rizki, Sahrul Zulfikar, and Yonas Prima. "PENGARUH LIMBAH CANGKANG KERANG SEBAGAI SUBSTITUSI AGREGAT HALUS TERHADAP KUAT TEKAN BETON." Jurnal Sipil Krisna 9, no. 1 (2023): 39–48. http://dx.doi.org/10.61488/sipilkrisna.v9i1.250.

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The development of concrete technology in trials of adding mixed ingredients continues to be carried out to obtain the desired strength and quality of concrete. The clam shells contain pozzolanic chemical compounds, namely lime which is expected to be used as a substitute for fine aggregate in a mixture of concrete constituents. This research was conducted to determine the compressive strength of concrete by utilizing shell waste as a substitute for fine aggregate of 0%, 15% and 25% with aging observed at 7, 14 and 28 days. This research carried out several material tests such as sieving, aggr

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Rozprawy doktorskie na temat "Substitutes for concrete constituents"

Sidorchuk, T. Yu, and Т. Ю. Сидорчук. "Use of modern concrete substitutes in construction and architecture." Thesis, Національний авіаційний університет, 2020. http://er.nau.edu.ua/handle/NAU/42092.

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1. Concrete [Electronic resource]. - Access mode: https://uk.wikipedia.org/wiki/%D0%91%D0%B5%D1%82%D0%BE%D0%BD 2. Green Buildings Materials [Electronic resource]. - Access mode: https://www.epochtimes.com.ua/korysni-porady/shukayemo-zeleni-alternatyvy-betonu-122881 3. WHAT TO REPLACE CONCRETE [Electronic resource]. - Access mode: https://jak.koshachek.com/articles/chim-zaminiti-beton.html<br>Concrete is a versatile building material that is used in virtually all construction industries. The most common use of concrete for the manufacture of enclosures and load-bearing structures in civil and

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Tekin, Ahmet Veli. "Effect Of Coating Materials And Mixture Constituents On The Permeability Of Concrete." Master's thesis, METU, 2012. http://etd.lib.metu.edu.tr/upload/12614214/index.pdf.

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The improvement in the impermeability of concrete was studied using different methods. The main aim was to investigate impermeability improvement of concrete and to compare these methods. Two different methods were examined to investigate and compare impermeability and strength improvement of concrete by using two different sets of concrete specimens. These methods included the application of coating materials to concrete and the production of concrete using different constituent amounts and types. The first set of concrete specimens was prepared by applying two different coating materials (a

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Karam, Jeffrey Ramzi. "Influence of constituents' properties on the fracture properties of high strength concrete." Thesis, Massachusetts Institute of Technology, 1997. http://hdl.handle.net/1721.1/44478.

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Siddiqui, Md Sarwar. "Effect of Portland cement concrete characteristics and constituents on thermal expansion." Thesis, 2014. http://hdl.handle.net/2152/31324.

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The coefficient of thermal expansion (CTE) is one of the major factors responsible for distresses in concrete pavements and structures. Continuously reinforced concrete pavements (CRCPs) in particular are highly susceptible to distresses caused by high CTE in concrete. CRCP is a popular choice across the U.S. and around the world for its long service life and minimal maintenance requirements. CRCP has been built in more than 35 states in the U.S., including Texas. In order to prevent CRCP distresses, the Texas Department of Transportation (TxDOT) has limited the CTE of CRCP concrete to a maxim

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Grills, Frank. "Static and dynamic elastic modulus testing of concrete and its constituents and comparison of results with theoretical models." Thesis, 2015. http://hdl.handle.net/10539/16707.

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Książki na temat "Substitutes for concrete constituents"

Ollivier, Jean-Pierre, Jean-Michel Torrenti, and Myriam Carcassès. Physical Properties of Concrete and Concrete Constituents. John Wiley & Sons, Inc., 2012. http://dx.doi.org/10.1002/9781118562734.

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Ollivier, Jean-Pierre, Jean-Michel Toorenti, and Myriam Carcasses. Physical Properties of Concrete and Concrete Constituents. Wiley & Sons, Incorporated, John, 2012.

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Ollivier, Jean-Pierre, Jean-Michel Toorenti, and Myriam Carcasses. Physical Properties of Concrete and Concrete Constituents. Wiley & Sons, Incorporated, John, 2012.

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Ollivier, Jean-Pierre, Jean-Michel Toorenti, and Myriam Carcasses. Physical Properties of Concrete and Concrete Constituents. Wiley & Sons, Incorporated, John, 2012.

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Ollivier, Jean-Pierre, Jean-Michel Toorenti, and Myriam Carcasses. Physical Properties of Concrete and Concrete Constituents. Wiley & Sons, Incorporated, John, 2013.

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Ollivier, Jean-Pierre, Jean-Michel Toorenti, and Myriam Carcasses. Physical Properties of Concrete and Concrete Constituents. Wiley & Sons, Incorporated, John, 2012.

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Atkinson, A., N. M. Everitt, and R. M. Guppy. Evolution of PH in a Radwaste Repository: Internal Reactions Between Concrete Constituents (Reports). AEA Technology Plc, 1989.

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Koslicki, Kathrin. Concrete Particular Objects. Oxford University Press, 2018. http://dx.doi.org/10.1093/oso/9780198823803.003.0002.

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This chapter reviews existing approaches to the metaphysics of concrete particular objects and positions the doctrine of hylomorphism with respect to competing accounts. The literature is divided over whether concrete particular objects are or are not further analyzable into constituents which do not themselves belong to the ontological category of concrete particular objects and in terms of which the character of these latter entities is to be explained. This chapter briefly surveys constituent ontologies (e.g., bundle theories or substratum theories) as well as non-constituent ontologies (e.

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Lnenicka, William Joseph. Comparison of the Compressive Strength and Shrinkage of Portland Cement-Fly Ash Concrete with the Chemical Constituents of the Fly Ash. Creative Media Partners, LLC, 2021.

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Williams, Donald C. The Elements of Being. Edited by A. R. J. Fisher. Oxford University Press, 2018. http://dx.doi.org/10.1093/oso/9780198810384.003.0003.

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This chapter concerns the nature of universals and of substance. The problem of universals invites us to explain how many things can be of the same kind. The nature of substance demands an account of how one thing can have many properties. It is argued that the solution to the problem of universals entails nothing more than the hypothesis that similar concrete particulars have distinct aspects or abstract parts that perfectly resemble each other. There is no need to postulate a universal that two or more concrete particulars have in common. It is further suggested that concrete particulars are

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Części książek na temat "Substitutes for concrete constituents"

Pengelly, Andrew. "Phenols." In The constituents of medicinal plants, 3rd ed. CABI, 2021. http://dx.doi.org/10.1079/9781789243079.0002.

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Abstract This chapter focuses on phenols and their pharmacological properties. Phenols are one of the largest groups of secondary plant constituents. They are aromatic alcohols since the hydroxyl group is always attached to a benzene ring. Like all alcohols, the names of phenols almost always end in the letters 'ol'. In addition, the ring system may bear other substitutes, such as methyl groups and carboxylic acid.

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Pengelly, Andrew. "Plant lipids and alkylamides." In The constituents of medicinal plants, 3rd ed. CABI, 2021. http://dx.doi.org/10.1079/9781789243079.0011.

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Abstract Plant lipids are classified as primary metabolites, and therefore essential for life. Unlike secondary metabolites, lipids are universally present in plants, articularly in their seeds, varying only in their abundance and chemical composition. All lipids are composed of a hydrocarbon skeleton with one or more oxygen (O) substitutes. Plant lipids are derived from the acetate pathway via molonyl CoA, a pathway that leads to fatty acids, polyketides, polyacetylenes, phospholipids, prostaglandins and alkylamides. The more complex lipids may contain elements such as phosphorus, nitrogen or

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Lemieux, Guillaume, Soo-Duck Hwang, and Kamal H. Khayat. "Effect of Material Constituents and Mix Design on Performance of SCC for Precast, Prestressed Girders." In Design, Production and Placement of Self-Consolidating Concrete. Springer Netherlands, 2010. http://dx.doi.org/10.1007/978-90-481-9664-7_3.

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Martin, L., P. Thomas, P. De Silva, and V. Sirivivatnanon. "Role of Aggregate Reactivity, Binder Composition, and Curing Temperature on the Delayed Ettringite Formation and Associated Durability Loss in Concrete." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-3330-3_11.

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AbstractThe durability of concrete is critical to its worldwide use as a structural material for buildings and infrastructure, with the lifetime service of concrete greatly affecting its economic, environmental, and social costs. Causes of durability loss in some concrete structures can be attributed to the alkali–silica reaction (ASR) and delayed ettringite formation (DEF). Both are chemical reactions that have the potential to cause expansion and strength loss in affected elements. Significant overlap exists in the factors contributing to ASR and DEF in concrete structures, with widely repor

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Göransson, Mattias, Lena Persson, Vincent Lekula, and Onkgopotse Ntibinyane. "Aggregate Quality Mapping of Sustainable Substitutes for River Sand for Concrete Production in Eastern Botswana." In Engineering Geology for Society and Territory - Volume 5. Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-09048-1_21.

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Mishra, Anant, Mukund Lahoti, Rishabh Bajpai, et al. "Exploratory Study on Concrete Incorporating Copper Tailings and Marble Dust as Partial Substitutes for Ordinary Portland Cement." In Springer Proceedings in Materials. Springer Nature Singapore, 2025. https://doi.org/10.1007/978-981-96-0746-4_11.

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Weckert, Samuel, Tusit Weerasooriya, and C. Allan Gunnarson. "Loading Rate Effect on the Tensile Failure of Concrete and Its Constituents using Diametrical Compression and Direct Tension." In Dynamic Behavior of Materials, Volume 1. Springer New York, 2011. http://dx.doi.org/10.1007/978-1-4614-0216-9_3.

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Okeniyi, Joshua Olusegun, Elizabeth Toyin Okeniyi, Olubanke Olujoke Ogunlana, Taiwo Felicia Owoeye, and Oluseyi Ebenezer Ogunlana. "Investigating Biochemical Constituents of Cymbopogon citratus Leaf: Prospects on Total Corrosion of Concrete Steel-Reinforcement in Acidic-Sulphate Medium." In TMS 2017 146th Annual Meeting & Exhibition Supplemental Proceedings. Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-51493-2_32.

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Harnawansyah, M. Sazili, Ika Sulianti, Anna Elvaria, et al. "The Effect Of Coconut Fiber Ash And Rice Husk Ash As Cement Substitutes On The Compressive Strength Of Concrete F’c 20." In Advances in Engineering Research. Atlantis Press International BV, 2025. https://doi.org/10.2991/978-94-6463-678-9_13.

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Dara, Chi. "Decarbonizing Conventional Building Materials for Net-Zero Emissions: A Feasibility Study in Canada." In Lecture Notes in Civil Engineering. Springer Nature Switzerland, 2025. https://doi.org/10.1007/978-3-031-69626-8_72.

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AbstractGovernments around the world are aiming for net-zero carbon emissions by 2050. To drive broader decarbonization efforts, the building industry is challenged by the mission to reduce embodied carbon emissions, which stem from building materials and systems. Most efforts in buildings are focused on operational energy, but up to 80% of a building’s emissions occur before use and occupancy, from extraction to construction phases. These emissions are irreversible and contribute around 11% of global carbon emissions. This study emphasizes the need to prioritize the decarbonization of convent

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Streszczenia konferencji na temat "Substitutes for concrete constituents"

Clifton, J. R. "Knowledge Based System for Durable Reinforced Concrete." In CORROSION 1986. NACE International, 1986. https://doi.org/10.5006/c1986-86060.

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Abstract DURCON is a prototype expert system being developed to give recommendations on the selection of constituents for durable concrete. Four major concrete deterioration problems are being covered by DURCON: corrosion of reinforcing steel, freeze-thaw, sulfate attack, and cement-aggregate reactions. In this report, the portion of DURCON dealing with corrosion of reinforcing steel is discussed. The factual knowledge based for DURCON is based on the American Concrete Institute Guide to Durable Concrete. Heuristic knowledge is being obtained from experts on the durability of concrete. The app

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Rifalqhi, Fadya Bunga, Eklina Vinata Lumbantoruan, Muhammad Aqwam Thariq Arifin, Muhammad Sofyan, and R. R. Mekar Ageng Kinasti. "Effect of Activator Solution Molarity on the Performance of Perlite-Substituted Geopolymer Concrete." In The 6th International Symposium on Infrastructure Development. Trans Tech Publications Ltd, 2025. https://doi.org/10.4028/p-3lplqb.

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Cement contributes CO2 emissions to the atmosphere, which is harmful for human health. Several researchers have conducted experiments to find materials that have the potential to be used as cement substitutes. Fly ash and perlite are wastes that contain silica as well as high aluminum, so they have potential as cement replacement materials. In this study, geopolymer concrete mixtures were made using fly ash and perlite with a NaOH concentration of 10M – 16 M, a Na2SiO3/NaOH ratio of 2.5 and alkaline solution to fly ash ratio (AA/FA) of 0.5. The curing method used was using an oven at 80 °C for

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Broomfield, J. P., P. E. Langford, and R. Mcanoy. "Cathodic Protection for Reinforced Concrete: It's Application to Buildings and Marine Structures." In CORROSION 1987. NACE International, 1987. https://doi.org/10.5006/c1987-87142.

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Abstract Steel is usually protected from corrosion when embedded in concrete, however the ingress of sea salt in coastal areas or use of chloride contaminated constituents in the concrete mix can lead to depassivation and corrosion of the steel. A permanent repair is difficult since, to be fully effective all chloride contaminated concrete must be removed. Cathodic protection is a well established technique for preventing corrosion of steel work in acidic and chloride infested conditions. Due to problems with de-icing salt attack in North America, cathodic protection is now being used to prote

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McCrum, R. L. "Corrosion Evaluation of Calcium Magnesium Acetate (CMA), Salt (NaCl), and CMA/SALT Solutions." In CORROSION 1989. NACE International, 1989. https://doi.org/10.5006/c1989-89127.

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Abstract Calcium magnesium acetate (CMA) has been selected in Federal Highway Administration (FHWA) sponsored research (Alternate Highway Deicing Chemicals--Report #FHWA-RD-79-108) as being among the most viable salt (sodium chloride--NaCl) substitutes for highway deicing. This study documents the corrosiveness of a water solution of CMA as compared with that of an equivalent (for deicing purposes) concentration of NaCl in water, for identical exposure environments for the major structural metals currently used in Michigan's highway system. Additional work with most of the same structural meta

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Hansen, Greg. "“Dollars & Cents - You Make the Choice: a Look at Elastomer Polyurethane versus Epoxy Laminate Lining Systems for the Linings of Water or Wastewater Structures”." In CONFERENCE 2022. AMPP, 2022. https://doi.org/10.5006/c2022-18202.

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Abstract The use of protective coatings is to enhance the durability of concrete structures by creating a barrier that will limit the penetration of water, acids, chemicals, solvents, and chlorides that will breakdown industrial or municipal infrastructure. Corrosion in concrete is not just caused by the constituents of wastewater, it can also be caused by the cleaning procedures of water treatment or membrane bioreactor (MBR) systems. Lining solution technologies presented included systems comprised of 100% solids epoxies, epoxy laminate alternatives and elastomer polyurethane applications. T

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Yancey, Peter, Glenn Astolfi, Randy Nixon, Glenn D. Hauser, Cory Brown, and Gregory Pope. "Atmospheric Plasma Coating Removal: the Future without Spent Abrasive." In SSPC 2018. SSPC, 2018. https://doi.org/10.5006/s2018-00014.

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Abstract Throughout both commercial and military industries there is a growing need for environmentally safe and cost-effective solutions capable of removing paint and coatings from a wide range of surfaces including steel, aluminum, concrete and composites. Atmospheric Plasma Coating Removal (APCR) is the next generation of coating removal and surface preparation technology that represents a step forward in developing more environmentally responsible methods for coating removal. Tested in U.S. government trials, APCR was found to be a safe and effective alternative to dry media blasting and w

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Holcomb, G. R., S. J. Bullard, B. S. Covino, S. D. Cramer, C. B. Cryer, and G. E. McGill. "Electrochemical Aging of Thermal Sprayed Zinc Anodes on Concrete." In ITSC 1996, edited by C. C. Berndt. ASM International, 1996. http://dx.doi.org/10.31399/asm.cp.itsc1996p0185.

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Abstract Thermal-sprayed zinc anodes are used in impressed current cathodic protection systems for some of Oregon's coastal reinforced concrete bridges. Electrochemical aging of zinc anodes results in physical and chemical changes at the zinc-concrete interface. Concrete surfaces heated prior to thermal-spraying had initial adhesion strengths 80% higher than unheated surfaces. For electrochemical aging greater than 200 kC/m2 (5.2 A-h/ft2), there was no difference in adhesion strengths for zinc on preheated and unheated concrete. Adhesion strengths decreased monotonically after about 400 to 600

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Thomas, Nelson Ponnu Durai, Kandasamy Selvaraj, and Amerioca Thangkhiew. "Studies on various supplementary constituents on concrete." In 5TH INTERNATIONAL CONFERENCE ON INNOVATIVE DESIGN, ANALYSIS & DEVELOPMENT PRACTICES IN AEROSPACE & AUTOMOTIVE ENGINEERING: I-DAD’22. AIP Publishing, 2023. http://dx.doi.org/10.1063/5.0139541.

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"Evaluation of Concrete Constituents Using Photon Radiation." In SP-112: Nondestructive Testing of Concrete. American Concrete Institute, 1989. http://dx.doi.org/10.14359/2362.

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"Proposed Mass Concrete Definition Based on Concrete Constituents and Minimum Dimension." In "SP-325: Mass Concrete and Thermal Cracking, a Joint ACI-JCI Seminar". American Concrete Institute, 2018. http://dx.doi.org/10.14359/51710948.

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Raporty organizacyjne na temat "Substitutes for concrete constituents"

LaHucik, Jeffrey, and Jeffery Roesler. Material Constituents and Proportioning for Roller-Compacted Concrete Mechanical Properties. Illinois Center for Transportation, 2018. http://dx.doi.org/10.36501/0197-9191/18-016.

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Burroughs, Jedadiah, Jerry Paris, Charles Weiss, and Elizabeth McDevitt. Characterization and rheological examination of Charleroi Mix 2 paste constituents. Engineer Research and Development Center (U.S.), 2025. https://doi.org/10.21079/11681/49719.

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This technical report details the testing plan, methodology, and results used to characterize the paste constituent materials for Charleroi Concrete Mixture 2. Raw materials were characterized for physical and chemical properties of interest including chemical composition, mineralogy, particle size, and absorption capacity. Isothermal calorimetry was used to study the reactivity of constituent materials, and rotational rheology was used to study the impact of various constituent materials on the expected workability and fluidity of the composite paste.

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Howard, Isaac, Thomas Allard, Ashley Carey, Matthew Priddy, Alta Knizley, and Jameson Shannon. Development of CORPS-STIF 1.0 with application to ultra-high performance concrete (UHPC). Engineer Research and Development Center (U.S.), 2021. http://dx.doi.org/10.21079/11681/40440.

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This report introduces the first release of CORPS-STIF (Concrete Observations Repository and Predictive Software – Structural and Thermodynamical Integrated Framework). CORPS-STIF is envisioned to be used as a tool to optimize material constituents and geometries of mass concrete placements specifically for ultra-high performance concretes (UHPCs). An observations repository (OR) containing results of 649 mechanical property tests and 10 thermodynamical tests were recorded to be used as inputs for current and future releases. A thermodynamical integrated framework (TIF) was developed where the

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