Letteratura scientifica selezionata sul tema "Supplementary Cementitious Material (SCM)"
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Articoli di riviste sul tema "Supplementary Cementitious Material (SCM)":
Salvo, M., S. Rizzo, M. Caldirola, G. Novajra, F. Canonico, M. Bianchi e M. Ferraris. "Biomass ash as supplementary cementitious material (SCM)". Advances in Applied Ceramics 114, sup1 (10 luglio 2015): S3—S10. http://dx.doi.org/10.1179/1743676115y.0000000043.
Prošek, Zdeněk, Vladimír Hrbek, Petr Bílý e Lukáš Vráblík. "Homogenization Procedure Effect on Microscopical Performance of Concrete Containing Supplementary Cementitious Materials". Materials Science Forum 995 (giugno 2020): 168–73. http://dx.doi.org/10.4028/www.scientific.net/msf.995.168.
Xu, Xiaochuan, Fengdan Wang, Xiaowei Gu e Yunqi Zhao. "Mechanism of Different Mechanically Activated Procedures on the Pozzolanic Reactivity of Binary Supplementary Cementitious Materials". Minerals 12, n. 11 (27 ottobre 2022): 1365. http://dx.doi.org/10.3390/min12111365.
Si, Xiuyong, e Huimin Pan. "Effects of supplementary cementitious material(SCM) on carbonation resistance of concrete". Advances in Engineering Technology Research 7, n. 1 (14 agosto 2023): 313. http://dx.doi.org/10.56028/aetr.7.1.313.2023.
Borosnyói, Adorján, Patricija Kara, Lilla Mlinárik e Karina Kase. "Performance of waste glass powder (WGP) supplementary cementitious material (SCM) – Workability and compressive strength". Epitoanyag - Journal of Silicate Based and Composite Materials 65, n. 3 (2013): 90–94. http://dx.doi.org/10.14382/epitoanyag-jsbcm.2013.17.
Snellings, Ruben. "Assessing, Understanding and Unlocking Supplementary Cementitious Materials". RILEM Technical Letters 1 (16 agosto 2016): 50. http://dx.doi.org/10.21809/rilemtechlett.2016.12.
Quercia, G., J. J. G. van der Putten, G. Hüsken e H. J. H. Brouwers. "Photovoltaic's silica-rich waste sludge as supplementary cementitious material (SCM)". Cement and Concrete Research 54 (dicembre 2013): 161–79. http://dx.doi.org/10.1016/j.cemconres.2013.08.010.
Thapa, Vishojit Bahadur, Danièle Waldmann e Claude Simon. "Gravel wash mud, a quarry waste material as supplementary cementitious material (SCM)". Cement and Concrete Research 124 (ottobre 2019): 105833. http://dx.doi.org/10.1016/j.cemconres.2019.105833.
Kamau, John, Ash Ahmed, Paul Hirst e Joseph Kangwa. "Suitability of Anthill Soil as a Supplementary Cementitious Material". European Journal of Engineering Research and Science 3, n. 7 (17 luglio 2018): 5. http://dx.doi.org/10.24018/ejers.2018.3.7.785.
Kamau, John, Ash Ahmed, Paul Hirst e Joseph Kangwa. "Suitability of Anthill Soil as a Supplementary Cementitious Material". European Journal of Engineering and Technology Research 3, n. 7 (17 luglio 2018): 5–11. http://dx.doi.org/10.24018/ejeng.2018.3.7.785.
Tesi sul tema "Supplementary Cementitious Material (SCM)":
Mirzahosseini, Mohammadreza. "Glass cullet as a new supplementary cementitious material (SCM)". Diss., Kansas State University, 2014. http://hdl.handle.net/2097/17565.
Department of Civil Engineering
Kyle A. Riding
Finely ground glass has the potential for pozzolanic reactivity and can serve as a supplementary cementitious material (SCM). Glass reaction kinetics depends on both temperature and glass composition. Uniform composition, amorphous nature, and high silica content of glass make ground glass an ideal material for studying the effects of glass type and particle size on reactivity at different temperature. This study focuses on how three narrow size ranges of clear and green glass cullet, 63–75 [mu]m, 25–38 [mu]m, and smaller than 25 [mu]m, as well as combination of glass types and particle sizes affects the microstructure and performance properties of cementitious systems containing glass cullet as a SCM. Isothermal calorimetry, chemical shrinkage, thermogravimetric analysis (TGA), quantitative analysis of X-ray diffraction (XRD), and analysis of scanning electron microscope (SEM) images in backscattered (BS) mode were used to quantify the cement reaction kinetics and microstructure. Additionally, compressive strength and water sorptivity experiments were performed on mortar samples to correlate reactivity of cementitious materials containing glass to the performance of cementitious mixtures. A recently-developed modeling platform called “[mu]ic the model” was used to simulated pozzolanic reactivity of single type and fraction size and combined types and particle sizes of finely ground glass. Results showed that ground glass exhibits pozzolanic properties, especially when particles of clear and green glass below 25 [mu]m and their combination were used at elevated temperatures, reflecting that glass cullet is a temperature-sensitive SCM. Moreover, glass composition was seen to have a large impact on reactivity. In this study, green glass showed higher reactivity than clear glass. Results also revealed that the simultaneous effect of sizes and types of glass cullet (surface area) on the degree of hydration of glass particles can be accounted for through a linear addition, reflecting that the surface area would significantly affect glass cullet reactivity and that the effects of SCM material interaction on reaction kinetics were minimal. However, mechanical properties of cementitious systems containing combined glass types and sizes behaved differently, as they followed the weaker portion of the two particles. This behavior was attributed to the pores sizes, distruibution, and connectiity. Simulations of combined glass types and sizes showed that more work on microstructural models is needed to properly model the reactivity of mixed glass particle systems.
Justice, Joy Melissa. "Evaluation of Metakaolins for Use as Supplementary Cementitious Materials". Thesis, Georgia Institute of Technology, 2005. http://hdl.handle.net/1853/6936.
Rojas-Ramírez, Roberto Antonio. "Estudo de propriedades de pastas e argamassas cimentícias compostas com vermiculita brasileira (in natura e calcinada)". Universidade de São Paulo, 2018. http://www.teses.usp.br/teses/disponiveis/3/3133/tde-07022019-092414/.
In the process to obtaining vermiculite a fine residue is generated, which does not yet have a large-scale application. An alternative that has been studied is the association with Portland cement in mortar and concrete formulations, as a function of the chemical composition of the residue: high amount of aluminium, silicon and magnesium which may have interactions with the binder. However, the residue has a high specific surface area, in comparison to cement, a fact that can increase the water-demand to mix and limit its application. For this, an alternative is the calcination of this fine residue, as it is done for other clays (kaolin, for example), so that the specific surface area (SSA) is smaller and eventually activates pozzolanic properties in the respective clay. Thus, in this work the various characteristics of cement pastes after addition of vermiculite fine residue were evaluated: chemical reaction, formation of the hydrated products, rheological properties, both after mixing and along the hydration. It was verified that in general the chemical reaction is not affected after the addition of vermiculite, although the formation of aluminates is intensified in the composition with greater amount of in nature residue. Regarding its behaviour in the fresh state, it was observed that the higher SSA of the residue strongly impacts the rheological properties of the pastes, although with a 5% content the changes are minimal. Using these same compositions to evaluate the performance in the hardened state of mortars, it was verified that there is no effect on these properties up to 5% of substitution, regardless of the thermal treatment used. Thus, considering the economic aspects of transport as well as the costs of calcination, it is possible to recommend the addition of 5% of vermiculite in nature without compromising the performance of the products, although it is not possible to determine the its durability during the use.
Le, Cornec Domitille. "Étude de la structure des laitiers vitrifiés de hauts-fourneaux et de leur réactivité à l'eau en milieu basique". Electronic Thesis or Diss., Sorbonne université, 2019. http://www.theses.fr/2019SORUS556.
Blast-furnace slag is a by-product of steel industry used as a supplementary cementitious material. This calcium (Ca)-rich aluminosilicate glass has latent hydraulic properties. It can be used to make slag cements with low-carbon footprints and high resistances to aggressive environments.The objective of this thesis is, first, to study the glassy structure of slags and its impact on the properties of the material. We use chemically selective techniques (XANES and EXAFS), medium-range analysis (SEM, EPR, PDF) and complete these results with a simulation. The hydration of slag is based on a dissolution-reprecipitation mechanism in which Ca plays a significant role. This element is in complex environments and is not randomly distributed in the glassy structure. The Ca sites form a modifier sublattice which could make the dissolution of the slag easier.We, then, study the speciation of titanium (Ti) in the slags. This element is minimally present in the composition but according to industrial reports, it lowers the mechanical resistance of mortars containing slag cements. Ti is mainly five-fold coordinated and stabilizes the glassy structure. This could lead to a loss of reactivity of the material and cause the industrially observed performance deterioration. Compressive strength tests are performed on micro-mortars
Almokdad, Mohammad. "Life Cycle Assessment of Circular Economy Strategies in Sustainable Constructions : Closing, Slowing, and Narrowing Loops for Dredged Sediments Valorization and Revalorization". Electronic Thesis or Diss., Ecole nationale supérieure Mines-Télécom Lille Douai, 2023. http://www.theses.fr/2023MTLD0007.
Addressing the pressing need for sustainability in light of modernization's significant impact on the environment is crucial. This issue underscores the escalating threats posed by human actions, such as climate change and pollution. In response, nations are increasingly emphasizing sustainability by placing a priority on waste reduction and the adoption of eco-friendly materials in construction and production processes. In light of these efforts, this thesis aims to explore the revalorization (2nd valorization) of dredged sediments as a road construction material, studying its technical suitability and environmental impact through Life Cycle Assessment (LCA). It also examines using sediments as supplementary cementitious materials (SCMs) and compares their environmental performance to traditional materials. The study evaluates the feasibility of revalorizing dredged sediments, emphasizing a closed-loop approach for their circular use. It assesses various physical, mechanical and chemical properties of the material revalorization comparing it to raw sediments 1st valorization, and conduct a LCA and comparing sediments revalorization with different virgin aggregates types for the usage in new road construction. Additionally, the study conducts a comprehensive LCA comparing dried ground sediments (DGS) to flash-calcined sediments (FCS) as substitutes for ordinary Portland cement, considering the different quantitative and qualitative performance differences
Bektas, Fatih. "Use of ground clay brick as a supplementary cementitious material in concrete-hydration characteristics, mechanical properties, and ASR durability". [Ames, Iowa : Iowa State University], 2007.
Wilson, William. "Chemo-mechanical characterization of microstructure phases in cementitious systems by a novel NI-QEDS technique". Thèse, Université de Sherbrooke, 2017. http://hdl.handle.net/11143/11620.
Abstract : Facing the limitedness of the earth’s resources and pollution absorption capacity, the development of eco-concrete for a sustainable industrialized future is one of the major challenges of modern concrete science. Due to its complex heterogeneous nature, the macro-scale properties of concrete strongly depend on the microstructure constituents (e.g., calcium-silicate-hydrates [C–S–H], Portlandite, anhydrous inclusions, porosity, aggregates, etc.). Moreover, the need for rapid and optimal exploitation of emerging binding materials in industrial applications urges today a better understanding of their chemo-mechanical features at the micrometer scale. This thesis aims at developing a state-of-the-art method coupling NanoIndentation and Quantitative Energy-Dispersive Spectroscopy (NI-QEDS), and providing an original chemo-mechanical characterization of the microstructure phases in highly heterogeneous matrices of real blended-cement pastes. The combination of statistical and deterministic NI-QEDS analysis approaches opened new research horizons in the understanding of Portland-cement systems incorporating conventional and alternative supplementary cementitious materials (SCMs). More specifically, the investigations of C–(A)–S–H (C–S–H including aluminum or not) in different blended-cement systems showed variable compositions for this hydrate (i.e., Ca, Si, Al, S and Mg contents), but the mechanical properties were not significantly affected by the incorporation of SCMs in typical dosages. The presented results also showed the important role of the other phases embedded in the C–(A)–S–H matrix, i.e., hard anhydrous inclusions (e.g., clinker and SCMs) and other hydrates such as Portlandite and Al-rich hydrates (e.g., carboaluminates) with mechanical properties higher than those of the C–(A)–S–H. The thesis is based on five articles focusing on: (1) the NI-EDS investigation of high-volume natural pozzolan systems; (2) the development of the NI-QEDS method; the statistical NI-QEDS analyses of (3) fly ash and slag blended-cement systems and of (4) a limestone-calcined-clay system; and (5) the deterministic NI-QEDS exploration of alternative and conventional systems incorporating glass powder, metakaolin, slag or fly ash. Finally, the developed tool not only advanced the latest micromechanical methods and models, but also provided original chemo-mechanical insights on the microstructure phases and their arrangement. Unveiling the chemo-mechanical signature of these highly-complex blended cement pastes further provided unique knowledge for engineering concretes for tomorrow.
Shearer, Christopher R. "The productive reuse of coal, biomass and co-fired fly ash". Diss., Georgia Institute of Technology, 2014. http://hdl.handle.net/1853/52298.
Davidenko, Tatyana. "Hydratation d'un système cimentaire binaire contenant des cendres volantes de biomasse". Thèse, Université de Sherbrooke, 2015. http://hdl.handle.net/11143/6988.
Abstract : The use of wastepaper sludge ash (WSA) represents a very promising solution for ecological high performance concrete design. However, the effect of WSA on cementitious systems properties is still insufficiently studied. The present project intends to understand the hydration process in Portland cement systems containing locally available WSA. The experimental program begins with characterization of WSA physico-chemical properties. Then, the effect of WSA on rheology, hydration kinetics, hydration products evolution over time and strength development in cement blends is investigated. The systems discussed here are cement pastes and mortars with different cement replacement by WSA ratio and two water to binder ratio (0,5 and 0,4) with and without superplasticizer. The variation of physico-chemical properties (fineness; free lime, sulphate and calcite content) between different WSA samples was used to determine the effect of each of these parameters on blended cement performances. Partial cement replacement by WSA leads to changes in rheology, hydration kinetics, composition of the hydrates and microstructure of hydrated pastes. Moreover, some incompatibility problems between WSA and superplasticizers used are observed. Based on experimental results analysis, the explanations of the phenomena taking place in cement systems containing WSA are proposed.
Jerban, Majid. "Performance of concrete incorporating amorphous silica residue and biomass fly ash". Mémoire, Université de Sherbrooke, 2016. http://hdl.handle.net/11143/9807.
Abstract : Cement manufacturing industry is one of the carbon dioxide emitting sources. The global cement industry contributes about 7% of greenhouse gas emission to the earth’s atmosphere. In order to address environmental effects associated with cement manufacturing and constantly depleting natural resources, there is necessity to develop alternative binders to make sustainable concrete. Thus, many industrial by-products have been used to partially substitute cement in order to generate more economic and durable concrete. The performance of a cement additive depends on kinetics hydration and synergy between additions and Portland cement. In this project, two industrial by-products are investigated as alternative supplementary cementitious materials (ASCMs), non-toxic amorphous silica residue (AmSR) and wastepaper sludge ash (WSA). AmSR is by-product of production of magnesium from Alliance Magnesium near of Asbestos and Thetford Mines Cities, and wastepaper sludge ash is by-product of combustion of de-inking sludge, bark and residues of woods in fluidized-bed system from Brompton mill located near Sherbrooke, Quebec, Canada. The AmSR is new industrial by-products. Recently, wastepaper sludge ash has been used as cementitious materials. Utilization of these ashes as cementitious material in concrete manufacturing leads to reduce the mechanical properties of concretes. These problems are caused by disruptive hydration products of biomass fly ash once these ashes partially blended with cement in concrete manufacturing. The pre-wetting process of WSA before concrete manufacturing reduced disruptive hydration products and consequently improved concrete mechanical properties. Approaches for investigation of WSA in this project consist on characterizing regular and pre-wetted WSA, the effect of regular and pre-wetted WSA on performance of mortar and concrete. The high content of amorphous silica in AmSR is excellent potential as cementitious material in concrete. In this project, evaluation of AmSR as cementitious materials consists of three steps. Characterizing and determining physical, chemical and mineralogical properties of AmSR. Then, effect of different rates of replacement of cement by AmSR in mortar. Finally, study of effect of AmSR as partial replacement of cement in different concrete types with binary and ternary binder combinations. This study revealed that high performance concrete (HPC) incorporating AmSR showed similar mechanical properties and durability, compared to control mixture. AmSR improved mechanical properties and durability of ordinary concrete. Self-consolidating (SCC) concrete incorporating AmSR was stable, homogenous and showed good mechanical properties and durability. AmSR had good synergy in ternary binder combination with other supplementary cementitious materials (SCMs). This study showed AmSR can be use as new cementitious materials in concrete.
Capitoli di libri sul tema "Supplementary Cementitious Material (SCM)":
Tuncer, Havva Merve, e Zehra Canan Girgin. "Hemp Fiber Reinforced Lightweight Concrete (HRLWC) with Supplementary Cementitious Materials (SCM)". In Lecture Notes in Civil Engineering, 1067–74. Cham: Springer Nature Switzerland, 2023. http://dx.doi.org/10.1007/978-3-031-32519-9_107.
Xue, C., e V. Sirivivatnanon. "Chloride Penetration in Low-Carbon Concrete with High Volume of SCM: A Review Study". In Lecture Notes in Civil Engineering, 141–49. Singapore: Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-3330-3_16.
Draganić, Suzana, Slobodan Šupić, Mirjana Laban, Mirjana Malešev, Vlastimir Radonjanin, Vesna Bulatović, Ivan Lukić e Olivera Bukvić. "Agricultural Biomass Ash as a Circular Building Material: Connecting Agriculture and Construction Industry". In Creating a Roadmap Towards Circularity in the Built Environment, 225–36. Cham: Springer Nature Switzerland, 2023. http://dx.doi.org/10.1007/978-3-031-45980-1_19.
Wolf, Benjamin, Benedikt Zoels e Andrea Kustermann. "Investigation of the Influence of Recycled Concrete Powder (RCP) on the Setting Behavior of Cement When Used as Supplementary Cementitious Material (SCM)". In Lecture Notes in Civil Engineering, 408–17. Cham: Springer Nature Switzerland, 2023. http://dx.doi.org/10.1007/978-3-031-32519-9_39.
Chiang, Pen-Chi, e Shu-Yuan Pan. "Supplementary Cementitious Materials (SCMs) in Cement Mortar". In Carbon Dioxide Mineralization and Utilization, 293–325. Singapore: Springer Singapore, 2017. http://dx.doi.org/10.1007/978-981-10-3268-4_15.
Jaiswal, Abhishek Kumar, e Manoj Kumar Trivedi. "Supplementary Cementitious Material: An Elixir for Concrete". In Intelligent Computing Applications for Sustainable Real-World Systems, 111–22. Cham: Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-44758-8_11.
Seraj, Saamiya, Rachel Cano, Raissa P. Ferron e Maria C. G. Juenger. "Calcined Shale as Low Cost Supplementary Cementitious Material". In RILEM Bookseries, 531–37. Dordrecht: Springer Netherlands, 2015. http://dx.doi.org/10.1007/978-94-017-9939-3_66.
Reig, Lucía, Ángel M. Pitarch, Lourdes Soriano, María V. Borrachero, José M. Monzó, Jordi Payá e Mauro M. Tashima. "Reutilization of Ceramic Waste as Supplementary Cementitious Material". In Lecture Notes in Civil Engineering, 553–76. Singapore: Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-2714-2_30.
Anithamma, Kaveti, N. Niranjan Kumar, S. V. Satyanarayana e Dilip Kumar Behara. "Synergistic Interaction among Supplementary Cementitious Materials (SCMs) for Sustainable Solid-Waste Management". In Effective Waste Management and Circular Economy, 211–21. Boca Raton: CRC Press, 2022. http://dx.doi.org/10.1201/9781003231608-23.
Hamzah, Suharman, e Evi Aprianti. "The Effect of Supplementary Cementitious Material Using Thermal Method". In Sustainable Future for Human Security, 205–19. Singapore: Springer Singapore, 2017. http://dx.doi.org/10.1007/978-981-10-5433-4_14.
Atti di convegni sul tema "Supplementary Cementitious Material (SCM)":
Wang, Ya Ping, Moa Fagermo, Trond Furu, Harald Justnes e Knut Marthinsen. "Compatibility of Different Aluminium with a New Environmental-Friendly Concrete". In Non-Traditional Cement and Concrete 2023 conference. Switzerland: Trans Tech Publications Ltd, 2024. http://dx.doi.org/10.4028/p-i2lqxx.
Puentes Mojica, Javier, Jose Luis Calvo e M. Cruz Alonso Alonso. "Diseño de mezclas de hormigones autocompactantes con alto contenido de adiciones minerales y áridos de diferentes naturaleza para desempeño en ambientes altamente agresivos". In HAC2018 - V Congreso Iberoamericano de Hormigón Autocompactable y Hormigones Especiales. Valencia: Universitat Politècnica València, 2018. http://dx.doi.org/10.4995/hac2018.2018.6324.
KWOK, Jack Y., e Jackie C. K. LEUNG. "Evaluation of the Performance of GGBS Concrete used in Civil and Geotechnical Works". In The HKIE Geotechnical Division 43rd Annual Seminar. AIJR Publisher, 2023. http://dx.doi.org/10.21467/proceedings.159.26.
"Supplementary Cementitious Materials for Sustainability". In SP-269: Concrete: The Sustainable Material Choice. American Concrete Institute, 2010. http://dx.doi.org/10.14359/51663719.
Flegar, Matea, Marijana Serdar, Diana Londono-Zuluaga e Karen Scrivener. "Overview of clay as supplementary cementitious material". In 5th Symposium on Doctoral Studies in Civil Engineering. University of Zagreb Faculty of Civil Engineering, 2019. http://dx.doi.org/10.5592/co/phdsym.2019.14.
Keppert, M., M. Čáchová, M. Pavlíková, A. Trník, J. Žumár e R. Černý. "Waste ceramics as supplementary cementitious material: characterization and utilization". In ECO-ARCHITECTURE 2014. Southampton, UK: WIT Press, 2014. http://dx.doi.org/10.2495/arc140211.
Vejmelková, E., T. Kulovaná, M. Keppert, M. Ondráček e R. Černý. "Natural zeolite as environmentally friendly supplementary cementitious material in concrete". In ECO-ARCHITECTURE 2012. Southampton, UK: WIT Press, 2012. http://dx.doi.org/10.2495/arc120251.
Maqsood, Mubashir, e Anshul Garg. "Self cleaning fiber reinforced concrete with supplementary cementitious material-a review". In THE FOURTH SCIENTIFIC CONFERENCE FOR ELECTRICAL ENGINEERING TECHNIQUES RESEARCH (EETR2022). AIP Publishing, 2023. http://dx.doi.org/10.1063/5.0164069.
Itam, Z., A. Syamsir, A. Q. Rababah, O. Malkawi e N. A. Razeman. "Utilization of mango leaf ash as a supplementary cementitious material in concrete". In ADVANCES IN MATERIAL SCIENCE AND MANUFACTURING ENGINEERING. AIP Publishing, 2023. http://dx.doi.org/10.1063/5.0116624.
"Performance of a New Supplementary Cementitious Material in Combination with Chemical Admixtures". In "SP-221: Eighth CANMET/ACI International Conference on Fly Ash, Silica Fume, Slag, and Natural Pozzolans in Concrete". American Concrete Institute, 2004. http://dx.doi.org/10.14359/13283.
Rapporti di organizzazioni sul tema "Supplementary Cementitious Material (SCM)":
Huang, Dan, Mirian Velay-Lizancos e Jan Olek. Improving Scaling Resistance of Pavement Concrete Using Titanium Dioxide (TiO2 ) and Nanosilica. Purdue University, 2022. http://dx.doi.org/10.5703/1288284317583.
Hartell, Julie, Matthew O’Reilly e Hang Zeng. Measuring Transport Properties of Portland Cement Concrete Using Electrical Resistivity. Illinois Center for Transportation, agosto 2023. http://dx.doi.org/10.36501/0197-9191/23-012.
Roesler, Jeffery, Sachindra Dahal, Dan Zollinger e W. Jason Weiss. Summary Findings of Re-engineered Continuously Reinforced Concrete Pavement: Volume 1. Illinois Center for Transportation, maggio 2021. http://dx.doi.org/10.36501/0197-9191/21-011.
Lomboy, Gilson, Douglas Cleary, Seth Wagner, Yusef Mehta, Danielle Kennedy, Benjamin Watts, Peter Bly e Jared Oren. Long-term performance of sustainable pavements using ternary blended concrete with recycled aggregates. Engineer Research and Development Center (U.S.), maggio 2021. http://dx.doi.org/10.21079/11681/40780.