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1

Santana, Juan J., Natalia Rodríguez-Brito, Concepción Blanco-Peñalver, Vicente F. Mena, and Ricardo M. Souto. "Durability of Reinforced Concrete with Additions of Natural Pozzolans of Volcanic Origin." Materials 15, no. 23 (2022): 8352. http://dx.doi.org/10.3390/ma15238352.

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In this work, the properties of concrete modified with dosages of natural pozzolans (NP) in substitution of cement or superfine aggregates were evaluated. Proportions of 20/80 pozzolan/cement or pozzolan/superfine aggregates were selected for the additions of quarry and tuff pozzolans. Pozzolanic activity, durability, compressive strength, characteristic resistance, settling consistency, density, electrical resistivity, depth of water penetration, accessible porosity, and carbonation and chloride penetration were determined for the resulting concrete mixtures, and they were subsequently compar
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2

Juimo Tchamdjou, Willy Hermann, Sophie Grigoletto, Frédéric Michel, Luc Courard, Toufik Cherradi, and Moulay Larbi Abidi. "Effects of Various Amounts of Natural Pozzolans from Volcanic Scoria on Performance of Portland Cement Mortars." International Journal of Engineering Research in Africa 32 (September 2017): 36–52. http://dx.doi.org/10.4028/www.scientific.net/jera.32.36.

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The aim of this paper is to assess the possibility of using natural pozzolans (NPs) from Cameroonian volcanic scoria as supplementary cementitious materials (SCMs) in the production of Portland cement mortars. Four natural pozzolans (Black Natural Pozzolan: BNP, Dark-Red Natural Pozzolan: DRNP, Red Natural Pozzolan: RNP and Yellow Natural Pozzolan: YNP) with 3600, 4500, 4700 and 5200 cm2/g Blaine fineness respectively were produced from different colors (Black, Dark red, Red and Yellow) volcanic scoria in a laboratory mill. Natural pozzolans were characterized with regard to particle size dist
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3

Merida, Ahcene, and Fattoum Kharchi. "Corrosion of the Pozzolan Concrete in Sulfates." Advanced Materials Research 911 (March 2014): 494–98. http://dx.doi.org/10.4028/www.scientific.net/amr.911.494.

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Sulfate attack and its effects are important from both scientific and industrial viewpoints. Itis perceived that cements containing pozzolan have better performance in sulfate solutions,since the pozzolanic reactions reduce the quantity of calcium hydroxide and increasecalcium silicate hydrate. This paper investigates the physical and mechanical properties ofconcretes made by blended cement containing Algerian natural pozzolan of volcanic origin, and Portland cement. in order to better determine the pozzolanic effect of the pozzolan addition in the concrete, the analysis of the experimental re
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4

Yagüe García, Santiago, and Cristina González Gaya. "Reusing Discarded Ballast Waste in Ecological Cements." Materials 12, no. 23 (2019): 3887. http://dx.doi.org/10.3390/ma12233887.

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Numerous waste streams can be employed in different cement production processes, and the inclusion of pozzolans will, moreover, permit the manufacture of concrete with improved hydraulic properties. Pozzolanic materials can be added to Ordinary Portland Cement (OPC) in the range of 10%–20% by mass of cement. One such example is the phyllosilicate kaolinite (K), and its calcined derivative metakaolin (MK), incorporated in international cement manufacturing standards, due to its high reactivity and utility as a pozzolan. In the present paper, discarded ballast classed as Construction and Demolit
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5

Canonico, Fulvio, Sabine Mutke, Araceli Pablos Martín, and Alberta Pellegrino. "Opportunities and barriers of pozzolanic cements." ce/papers 6, no. 6 (2023): 127–39. http://dx.doi.org/10.1002/cepa.2828.

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AbstractNatural pozzolans have been used as building materials since ancient times. They are used as a supplementary cementitious material in combination with portland clinker to produce cements, characterized by high mechanical strengths and good durability performance. In the past the production of pozzolanic cement was mostly restricted to countries with natural pozzolan availability (Italy, Turkey, Greece, Philippine for example) and considered or even rejected in other countries that had the possibility of using other types of SCMs such as slag or fly‐ash. The market acceptance of natural
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Külekçi, Gökhan, Alaaddin Vural, and Yavuz Selim Aksut. "Investigation of the Pozzolanic Properties of Basic Mining Slages Exposed to Heat Treatment." Euroasia Journal of Mathematics, Engineering, Natural & Medical Sciences 9, no. 25 (2022): 71–87. https://doi.org/10.5281/zenodo.7474665.

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The increasing population in the world and the need for construction and cement use are increasing day by day. Products that can be used instead of cement are being researched in order to prevent the damage to nature and the energy spent during the cement production stages. Materials that can be used instead of cement are called pozzolans, they are fine-grained structures that exist in nature or are activated later. Most of the pozzolans that are not obtained naturally are in the form of slag. Mine wastes formed after metallurgical processes are called smelting slag. These products, which are
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7

Lim, Andrew, Abdul Karim Mirasa, Hidayati Asrah, and Xiaoping Tian. "MAXIMIZING VOLUME OF SPENT BLEACHING EARTH ASH (SBEA) POZZOLAN USED AS CEMENT REPLACEMENT IN MORTAR THROUGH MECHANICAL ACTIVATION." Jurnal Teknologi 84, no. 5 (2022): 105–16. http://dx.doi.org/10.11113/jurnalteknologi.v84.18177.

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Spent bleaching earth ash (SBEA) is harmful waste from the oil refining industry that has previously exhibited pozzolanic properties and potential for use as cement replacement. Conventional pozzolanic replacements in cements are typically limited to 30 % only as excessive amounts have detrimental on cement strength. This research aimed to investigate the feasibility of increasing the level of replacement past 30 % through mechanical activation. Preliminary investigations revealed that SBEA contains sufficient silica and alumina oxides to be classified as Class N pozzolan in accordance with AS
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8

Poudel, Sushant, Utkarsha Bhetuwal, Prabin Kharel, et al. "Waste Glass as Partial Cement Replacement in Sustainable Concrete: Mechanical and Fresh Properties Review." Buildings 15, no. 6 (2025): 857. https://doi.org/10.3390/buildings15060857.

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The significant anthropogenic carbon dioxide (CO2) emissions from cement production and the disposal of the majority of post-consumer waste glass into landfill sites have increased environmental pollution. In order to reduce the environmental impact, ground glass pozzolan (GGP) as a partial cement replacement has drawn interest from the concrete industry. This review examines the potential of GGP as a supplementary cementitious material (SCM), exploring the chemical composition of pozzolans, the different types of glass used for GGP, and the impact of glass color on pozzolanic reactivity. In a
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9

Khan, M. I., and A. M. Alhozaimy. "Properties of natural pozzolan and its potential utilization in environmental friendly concrete." Canadian Journal of Civil Engineering 38, no. 1 (2011): 71–78. http://dx.doi.org/10.1139/l10-112.

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In Saudi Arabia, locally available natural pozzolanic material has the potential for use in environmental friendly concrete as a partial cement replacement. Local natural pozzolan was incorporated in concrete as a partial cement replacement to study the effect of replacement level, natural pozzolan fineness and its source. Chemical and physical properties of local natural pozzolan, properties of fresh concrete, compressive strength development, chloride permeability, and porosity of concrete incorporating local natural pozzolanic material as a partial cement replacement is presented. The influ
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10

Polozhiy, Kirill, Jamal Akhter Siddique, and Pavel Reiterman. "Low Cost Cement Floor Screed." Materials Science Forum 824 (July 2015): 77–80. http://dx.doi.org/10.4028/www.scientific.net/msf.824.77.

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Floor screed with different amount of pozzolanic admixture was studied. There were designed 3 mixtures with different amount of the pozzolana. The basic physical properties, mechanical properties and frost resistance were determined. The water /cement coefficient was decided to be taken according to the consistence of the mortar. The mixtures were designed with respect to their application as screed. The properties of developed low-cost pozzolanic screed exceeds the reference material.
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11

Cabrera, Santiago, Kerstin Elert, Anabela Guilarducci, and Andrea Margasin. "The effect of local pozzolans and lime additions on the mineralogical, physical and mechanical properties of compressed earth blocks in Argentina." Revista de la construcción 21, no. 2 (2022): 248–63. http://dx.doi.org/10.7764/rdlc.21.2.248.

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The purpose of this research is to evaluate the mineralogical, physical, and mechanical properties of compressed earth blocks (CEB) stabilized with lime and mineral admixtures easily obtained in Argentina: natural pozzolans and brick powder. the admixture mineralogical composition and their pozzolanic potential as well as the development of hydraulic phases upon reaction with calcium hydroxide (lime) were determined, emphasizing the formation of hydrated cementing compounds. Samples with different percentages of lime and mineral additions were prepared in order to test their compressive streng
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12

Malathy, Ramalingam, Ragav Shanmugam, Ill-Min Chung, Seung-Hyun Kim, and Mayakrishnan Prabakaran. "Mechanical and Microstructural Properties of Composite Mortars with Lime, Silica Fume and Rice Husk Ash." Processes 10, no. 7 (2022): 1424. http://dx.doi.org/10.3390/pr10071424.

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A mixture of hydraulic lime and pozzolanic material can be used as a binder in making concrete and mortar for energy-efficient construction purposes. Generally, lime possesses lower strength and higher setting time. By introducing pozzolans in the lime mortar, their cementitious properties could be increased and could compete with the cement mortars. The use of pozzolan-lime binder in mortar reduces the utilisation of cement, and hence reduces the environmental problem originating from cement production. This study mainly deals with the mechanical and microstructural properties of lime and lim
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13

Wassouf, Moustafa, Jamal Omran, and Ali Kheirbek. "Effect of natural pozzolana, pozzolanic sand, and basalt on thermal and mechanical properties of green concrete." Building Engineering 3, no. 1 (2024): 1739. http://dx.doi.org/10.59400/be1739.

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Green concrete, also known as sustainable concrete, is a building material that aims to reduce environmental impact by using natural, recycled, or sustainable materials in its production. One way to achieve sustainability in concrete is to replace cement with pozzolanic materials, which not only reduces the carbon footprint but also improves the performance of concrete and reduces its cost. This study aims to use natural materials that can partially or completely replace cement and conventional aggregates in concrete mixes. pozzolanic gravel (GPoz) replaced coarse aggregate, basaltic sand (SBa
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14

Vyšvařil, Martin, Tomáš Žižlavský, Karel Dvořák, and Edyta Spychał. "Long-term mechanical properties of lime-pozzolan mortars: The role of amorphous Al2O3." MATEC Web of Conferences 403 (2024): 02009. http://dx.doi.org/10.1051/matecconf/202440302009.

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Today, lime-pozzolan mortars are being used in the repair of historic buildings, replacing the lime-cement mortars that were previously used in this practice, but were incompatible with historic mortars. It has been observed in laboratory research and also in practice that some lime-pozzolan mortars can lose strength over time. The cause of this behaviour is not fully understood, but the main reason seems to be the instability and breakdown of the aluminate phases. In this paper, the role of amorphous Al2O3 content in pozzolans on the long-term mechanical properties of lime-pozzolan mortars is
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15

Brahimi, Sihem, Miloud Hamadache, Adeline Gouillieux, and Rose Marie Dheilly. "Effect of Cement Substitution by both Perlite and Pozzolan Powders on the Mechanical Behavior and Water Absorption of Pozzolanic Mortar." Key Engineering Materials 955 (September 27, 2023): 165–70. http://dx.doi.org/10.4028/p-s8u74r.

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This paper studies the effect of both perlite and pozzolan powders as cement substituents. First, it addresses the mechanical properties of pozzolanic mortar in the short term, i.e., with a schedule of 7, 14 and 28 days. Next, in order to extend the analysis related to the porosity of the designed mortars, the water absorption is studied. The provided results indicated that the compressive strengths of the pozzolanic mortars were lower than those of the reference mortar. However, among the tested pozzolanic mortars, those containing 10% of perlite displayed superior strengths. Additionally, wh
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16

Waghmare, Jagruti Dattatraya, Samruddhi Sampatrao Patil, Sheha Mahadeo Patil, and M. Maske. "Study and Review of Properties and Applications of Portland Pozzolana Cement." ASEAN Journal of Science and Engineering 1, no. 1 (2021): 13–18. http://dx.doi.org/10.17509/ajse.v1i1.37980.

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Portland Pozzolana Cement (PPC) is prepared by adding Pozzolanic materials to ordinary Portland Cement. The artificial pozzolana materials used in the manufacturing of PPC such as fly ash, silica fume, rice husk, blast furnace slag, are actually industrial waste, which is produced in large amounts. These artificial pozzolana materials when used in concrete can reduce consumption of natural resources, diminish the effect of pollutants in the environment and it is economical and reliable. The main objective of this paper is to focus on the properties and applications of Portland Pozzolana Cement
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17

Kalinowska-Wichrowska, Katarzyna, Edyta Pawluczuk, Michał Bołtryk, and Adam Nietupski. "Geopolymer Concrete with Lightweight Artificial Aggregates." Materials 15, no. 9 (2022): 3012. http://dx.doi.org/10.3390/ma15093012.

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This article presents the physical and mechanical properties of geopolymer concrete with lightweight artificial aggregate. A research experiment where the influence of fly ash–slag mix (FA-S), as part of a pozzolanic additive, on the properties of geopolymers was carried out and the most favorable molar concentration of sodium hydroxide solution was determined. The values of three variables of the examined properties of the geopolymer lightweight concrete (GLC) were adopted: X1—the content of the pozzolanic additives with fly ash + flay ash–slag (FA + FA-S) mix: 200, 400 and 600 kg/m3; X2—the
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18

Ikumapayi, C. M., O. O. Omotayo, S. P. Akande, and R. O. Lawrence. "EVALUATION OF RHA/BLA POZZOLANIC CEMENT CONCRETE PROPERTIES." Journal of Civil Engineering, Science and Technology 15, no. 2 (2024): 166–78. http://dx.doi.org/10.33736/jcest.5016.2024.

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In this study, the effects of using ordinary Portland cement (OPC) as a binary pozzolanic cement and combining it with bamboo leaf ash (BLA) and rice husk ash (RHA) were investigated. Three kinds of pozzolanic cement concrete mixes were prepared using BLA, RHA, and a binary combination of equal proportions of RHA and BLA, each of which was used to partially replace OPC at 4%, 8%, 12%, and 16% respectively in concrete. A total of one hundred and thirty-two cube specimens of 150 mm × 150 mm × 150 mm were prepared using 1:2:4 concrete mix and 0.55 water-cement ratio. Slump and compaction factor t
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19

Costafreda, Jorge Luis, Domingo Alfonso Martín, Leticia Presa, and José Luis Parra. "Altered Volcanic Tuffs from Los Frailes Caldera. A Study of Their Pozzolanic Properties." Molecules 26, no. 17 (2021): 5348. http://dx.doi.org/10.3390/molecules26175348.

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This work presents the results of the study of the physical, chemical, mineralogical and pozzolanic properties of the altered volcanic tuffs (AVT) that lie in the Los Frailes caldera, south of the Iberian Peninsula, and demonstrates their qualities as pozzolans for the manufacturing of mortars and pozzolanic cements of high mechanical strength. The main objective of this research is to show to what extent the AVTs can replace portland cement (PC) in mortars, with standardised proportions of 75:25% and 70:30% (PC-AVT). To achieve these objectives, three AVT samples were studied by a petrographi
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20

Kim, Jung J., Kwang-Soo Youm, and Jiho Moon. "A Study on Conversion Fraction and Carbonation of Pozzolan Blended Concrete through 29Si MAS NMR Analysis." Applied Sciences 10, no. 19 (2020): 6855. http://dx.doi.org/10.3390/app10196855.

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The object of this paper is to investigate the carbonation resistance of concretes containing different pozzolanic materials. Three concrete mixtures that included fly ash, silica fume, and nanosilica were prepared, and the mixtures were designed to have similar mechanical properties to exclude the effect of mechanical properties on the carbonation. These pozzolanic materials in concretes have different silicate contents and grain size distributions. Rapid carbonation tests were conducted to investigate the durability of pozzolan blended concretes for carbonation, and the carbonation depth was
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Kim, Jae Jun, Sang Heum Youn, M. J. Cho, et al. "The Recycled Aggregates with Surface Treatment by Pozzolanics." Key Engineering Materials 287 (June 2005): 63–68. http://dx.doi.org/10.4028/www.scientific.net/kem.287.63.

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To improve the mechanical properties of concretes containing recycled aggregates, pozzolanic materials were used to decrease the porosity of the recycled aggregates. These pozzolanic materials were adhered on the surface of recycled aggregates and closed the open pores so that the water absorption was decreased 1~2% as the amount of adsorption was increased. Compressive strength of cement mortars and concretes using surface treated recycled aggregates reaches above 95% of the strength of its natural counterparts. Investigation of the microstructures using the scanning electron micrographs show
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22

Małolepszy, Jan, and Ewelina Grabowska. "The influence of zeolites on hydration process of mineral binders." Budownictwo i Architektura 12, no. 3 (2013): 185–92. http://dx.doi.org/10.35784/bud-arch.2031.

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This paper presents the results of physical and chemical properties of zeolite - clinoptilolite (Z), on the basis of which its usefulness in different terms and applications was assessed. Same pozzolan was also investigated and analyzed in term of the changes that it causes in the system pozzolan - cement – lime - sand - water with different content of ingredients. In order to identify the hydration products in the natural conditions, infusion (80ºC) and autoclaving (180°C) XRD, DTA / TG and SEM was used. The results indicate that clinoptilolite is characterized by moderate pozzolanic activity
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23

Shaedon, Shuhaimi, Azrina Abd Aziz, and Rahimah Embong. "A Short Review on the Utilization of Pozzolan Material in Concrete." CONSTRUCTION 4, no. 2 (2024): 208–21. http://dx.doi.org/10.15282/construction.v4i2.9884.

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This paper provides a short review on the agricultural waste and industrial waste as pozzolan material in concrete. The pre-treatment method, characterization process and the engineering properties of a suite of pozzolans used including rice husk ash (RHA), corn cob ash (CCA), sugarcane bagasse ash (SCBA), bamboo leave, oil palm shell (OPS), and others was studied. From the study, the agricultural waste which is Oil Palm Shell is highlighted to be use as pozzolan material in concrete apart for other used. Oil Palm Shell (OPS) ash as one of the agricultural based pozzolan gained less popularity
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Frías, Moisés, Ana María Moreno de los Reyes, Ernesto Villar-Cociña, Rosario García, Raquel Vigil de la Villa, and Milica Vidak Vasić. "New Eco-Cements Made with Marabou Weed Biomass Ash." Materials 17, no. 20 (2024): 5012. http://dx.doi.org/10.3390/ma17205012.

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Biomass ash is currently attracting the attention of science and industry as an inexhaustible eco-friendly alternative to pozzolans traditionally used in commercial cement manufacture (fly ash, silica fume, natural/calcined pozzolan). This paper explores a new line of research into Marabou weed ash (MA), an alternative to better-known conventional agro-industry waste materials (rice husk, bagasse cane, bamboo, forest waste, etc.) produced in Cuba from an invasive plant harvested as biomass for bioenergy production. The study entailed full characterization of MA using a variety of instrumental
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25

Pavlíková, Milena, Pavla Rovnaníková, Martina Záleská, and Zbyšek Pavlík. "Diatomaceous Earth—Lightweight Pozzolanic Admixtures for Repair Mortars—Complex Chemical and Physical Assessment." Materials 15, no. 19 (2022): 6881. http://dx.doi.org/10.3390/ma15196881.

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The presented research is focused on the complex assessment of three different types of diatomaceous earth and evaluation of their ability for application as pozzolana active admixtures applicable in the concrete industry and the production of repair mortars applicable for historical masonry. The comprehensive experimental campaign comprised chemical, mineralogical, microstructural, and physical testing of raw materials, followed by the analyses and characterization of pozzolanic activity, rheology and heat evolution of fresh blended pastes, and testing of macrostructural and mechanical parame
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26

A. Hussein, Asma. "Characterization of Sugar Cane Bagasse Ash: A Comparison to Densified Silica Fume and Fly Ash." FES Journal of Engineering Sciences 9, no. 3 (2021): 88–93. http://dx.doi.org/10.52981/fjes.v9i3.701.

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In this study the Sugar cane bagasse ash (SCBA) was characterized for chemical composition, morphological and mineralogical properties. From XRF analysis it was found that the SCBA has SiO2, Al2O3, Fe2O3 and CaO content of 67.25%, 6.37%, 4.21% and 13% respectively and it has a very low LOI value of 0.34% and can be classified as Class F ASTM pozzolan according to ASTM C 618-2009. SCBA can be used as a pozzolanic material after grinding to less than 45 Micron. Based on the properties obtained from the characterization in this study it can be concluded that, utilization of SCBA in concrete will
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27

Kim, Jae Jun, Sang Heum Youn, M. J. Cho, et al. "The Effect of Pozzolanics on the Recycled Aggregates by Surface Treatment." Materials Science Forum 486-487 (June 2005): 305–8. http://dx.doi.org/10.4028/www.scientific.net/msf.486-487.305.

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To improve the mechanical properties of concretes containing recycled aggregates, pozzolanic materials such as Silica Fume and Meta Kaolin were used to decrease the porosity of the recycled aggregates. These pozzolanic aterials were adhered on the surface of recycled aggregates and closed the open pores so that the water absorption was decreased 1~2% as the amount of adsorption was increased. Compressive strength of cement mortars and concretes using surface treated recycled aggregates reached above 95% of the strength of its natural counterparts. Investigation of the microstructures using the
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28

Vejmelková, Eva, Jaroslava Koťátková, Monika Čáchová, and Dana Koňáková. "Comparison of the Effects of Different Pozzolana on the Properties of Self-Compacting Concrete." Key Engineering Materials 677 (January 2016): 103–7. http://dx.doi.org/10.4028/www.scientific.net/kem.677.103.

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The article compares the basic physical, mechanical and both liquid water and water vapour transport properties of self-compacting concrete containing different pozzolanic admixtures. Limestone, fly ash and metakaolin were used. A concrete mixture without any pozzolana was also manufactured as a reference. The best values of studied properties were recorded for the metakaolin concrete.
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Khaliullin, Marat, and Alsu Gilmanshina. "The effect of ground limestone on the properties of composite gypsum binder using thermally activated clay as a pozzolanic component." E3S Web of Conferences 274 (2021): 04006. http://dx.doi.org/10.1051/e3sconf/202127404006.

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The purpose of this research is to study the effect of methods of preliminary preparation of thermally activated clay, which is a pozzolanic component in water-resistant composite gypsum binders, as well as the effect of mechanochemical activation in the joint grinding of thermally activated clay with the addition of a plasticizer on the pozzolanic activity and the change in the required number of pozzolanic component in the composition of composite gypsum binders. It was found that the required amount of thermally activated clay as pozzolanic component in the gypsum-cement-pozzolan compositio
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Costafreda, Jorge Luis, and Domingo Alfonso Martín. "New Deposit of Mordenite–Clinoptilolite in the Eastern Region of Cuba: Uses as Pozzolans." Molecules 26, no. 15 (2021): 4676. http://dx.doi.org/10.3390/molecules26154676.

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This work describes the newly discovered zeolites in the eastern region of Cuba. In the researched area, there have been no previous studies of natural zeolite exploration. Therefore, the results shown here are new. The main object of this research is to analyse five samples of zeolites and demonstrate their pozzolanic capacity and the possibility of their usage in the industrial manufacturing of pozzolanic cements. The study of the samples was performed by X-ray diffraction (XRD), X-ray fluorescence (XRF) and scanning electron microscopy (SEM). A chemical analysis (CAQ) to determine the quali
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Ťažký, Martin, and Rudolf Hela. "Synergistic Effect of High Temperature Fly Ash with Fluidized Bed Combustion Fly Ash in Cement Composites." Key Engineering Materials 722 (December 2016): 113–18. http://dx.doi.org/10.4028/www.scientific.net/kem.722.113.

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Using high temperature fly ash for his pozzolan properties to cement composite production is known a few years ago. New ways combustion of fossil fuels also creates a new type of fly ash, named fluidized bed combustion fly ash. However, this fly ash has same pozzolan properties as has high temperature fly ash, this type is not using for production of cement composites. Fluidized bed combustion fly ash has highly variable chemical composition but usually it has a higher amount of free CaO together with sulphates. This higher amounts of free CaO after mixing of fluidized bed combustion fly ash w
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32

Bonilla, Mercedes, M. V. Borrachero, J. M. Monzó, Jorge Luís Akasaki, Daniel Ma-Tay, and Jordi Payá. "Study of Pozzolanic Properties of Two Sugarcane Bagasse Ash Samples from Honduras." Key Engineering Materials 668 (October 2015): 357–66. http://dx.doi.org/10.4028/www.scientific.net/kem.668.357.

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It is well known that the combustion of agricultural waste such as rice husk, bamboo leaf and bagasse among others, depending on the combustion process, may produce powders with pozzolanic properties. Two samples of sugarcane bagasse ash (SCBA) from Honduras were studied (from Ingenio Santa Matilde, close to the city of San Pedro Sula, and from Ingenio Los Mangos, close to the city of Choluteca). The samples were physico-chemically characterized and pozzolanic reactivity was checked. Both samples of ash have a chemical composition comprising mainly oxides of silicon, iron and aluminum and have
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33

Kotsay, Galyna, and Aleksandra Brzóska. "Effect of Borosilicate Glass Wastes and Synthetic Silica on Cement Products Properties." Chemistry & Chemical Technology 15, no. 2 (2021): 312–18. http://dx.doi.org/10.23939/chcht15.02.312.

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This paper presents the findings of research study on the effect of borosilicate glass wastes on properties of cement paste and mortar. The borosilicate glass contains three times less alkali than soda-lime glass and about 12 % of boron oxide, so pozzolanic activity of borosilicate glass is three times higher compared to soda-lime glass. In order to increase the pozzolanic activity of glass precipitated synthetic silica was used. Mathematical models were used in order to test the effect of synthetic silica on pozzolanic activity of borosilicate glass. Test results indicate that replacement of
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34

Madhkhan, Morteza, Armin Hamidi, and Navid Salehi. "Study on the Effects of Natural Pozzolan and Limestone Powder on Mechanical Properties of Roller Compacted Concrete Pavements." Advanced Materials Research 250-253 (May 2011): 3619–23. http://dx.doi.org/10.4028/www.scientific.net/amr.250-253.3619.

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Due to high maintenance and production costs of conventional asphalt pavements in recent years, substitution of concrete pavements has been taken into account. One important factor of such pavements is the long-term performance. The substitution of pozzolanic materials with existing cement in the mixture is a common choice to improve the durability factors and to increase the long term compressive strength. Owing to this change in cementitious materials, a general anticipation of the pozzolanic behavior to be observed is that the early age compressive strength gets decreased. On the other hand
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Liew, Yu Xuan, Siew Choo Chin, Hui Jun Goh, Siti Asmahani Saad, and Jolius Gimbun. "Improvement of Pozzolanic Properties of Oil Palm Boiler Ash Through Heat Treatment." E3S Web of Conferences 422 (2023): 01005. http://dx.doi.org/10.1051/e3sconf/202342201005.

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This paper presents the improvement of pozzolanic properties of oil palm boiler ash (OPBA) through heat treatment. The OPBA was obtained from oil palm mill in Pahang, Malaysia. The composition of OPBA was measured using X-ray fluorescence spectrometer which was used for its initial classification. It was found that freshly obtained OPBA had high carbon content (33.9%) and cannot be classified as pozzolan with only 15.73% of Al2O3, SiO2 and Fe2O3. Upon heating up to 600 ºC for 2 h, the carbon content was eliminated and heated OPBA can be classified as pozzolan class F. When used as partial ceme
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Kapetanaki, Kali, Chrysi Kapridaki, and Pagona-Noni Maravelaki. "Nano-TiO2 in Hydraulic Lime–Metakaolin Mortars for Restoration Projects: Physicochemical and Mechanical Assessment." Buildings 9, no. 11 (2019): 236. http://dx.doi.org/10.3390/buildings9110236.

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In recent years, lime mortars mixed with artificial or natural pozzolans are commonly used in restoration applications. The aim of this work is the assessment of carbonation, pozzolanic reaction, setting time, and mechanical properties of metakaolin–lime mortars mixed with crystalline nano-titania (nT) as additive. The studied mortars consist of hydrated lime and metakaolin in 60/40 ratio (wt%) and fine aggregates of either carbonate or silicate sand. The concentration of the nano-titania is equal to 6 (wt%) of the binder. For comparison purposes, three types of mortars and pastes are designed
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Martín, Domingo A., Jorge L. Costafreda, Leticia Presa, José Zambrano, and Jorge L. Costafreda. "A New Study of the Lower Levels of the Los Frailes Caldera (Spain) for the Location and Characterisation of Pozzolans as Construction Materials." Construction Materials 2, no. 1 (2022): 40–52. http://dx.doi.org/10.3390/constrmater2010004.

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Over the last two decades, there was been intensive study of pozzolans on the surface of the Los Frailes Caldera (Spain) for possible use as construction materials; however, research into the deepest underlying horizons has not yet been done. The main object of this paper is to present the results of the research carried out at different levels of depth, down to 30 m, to locate and demonstrate the presence of pozzolans in the depths of the Los Frailes Caldera. To achieve this, a series of analyses were carried out to classify the samples extracted from the various levels of depth, starting at
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Y Priyanka,, V. Venkatadurga Raju and V. Bhargavi. "Study on Pervious Concrete by Partial Replacement of Silica Fume and GGBS with Cement and Addition of Glass Fibers." International Journal for Modern Trends in Science and Technology, no. 8 (August 7, 2020): 66–71. http://dx.doi.org/10.46501/ijmtst060813.

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Pervious Concrete for the pavements proves to be an effective and along- term solution for the universal problem of abnormal decrease of ground water table. Pervious Concrete has a unique mix design and giving special properties to the concrete which makes the concrete porous , allowing water from precipitation and other sources to pass directly through , there by reducing run off volume and increasing ground water table. Inorder to reduce the damage being caused to the environment by the use of cement , inpervious concrete , cement is replaced with pozzolanic materials such as GGBS , silica f
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Aboubakar, Mohamed, Eshmaiel Ganjian, Homayoon Sadeghi-Pouya, A. M. Akash, and Mircea Vinatoru. "Compressive Strength of Cement Mortar Using Sebha Clay, Treated by Sonication Method." Applied Mechanics and Materials 377 (August 2013): 60–68. http://dx.doi.org/10.4028/www.scientific.net/amm.377.60.

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Clay as natural pozzolan is found in the north of the city of Sebha, Libya. Sebha clay is relatively high in silica, and its physical and chemical properties could be referred to as ASTM C618 class N. Sonication treatment is carried out and the treated Sebha clay is used as a mineral admixture in the Portland cement mortar. Horn method 20 kHz frequencies with different powers and different times are used in the Sonication treated. The particle size distributions (PSD) and Scanning Electron Microscope (SEM) imaging are used to understand the mechanism of pozzolanic improvement of the Sebha clay
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Wilińska, Iwona, Barbara Pacewska, and Valentin Antonovič. "Hydration Processes of Four-Component Binders Containing a Low Amount of Cement." Materials 15, no. 6 (2022): 2192. http://dx.doi.org/10.3390/ma15062192.

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Results of research on hydration of four-component binders containing very high amounts of supplementary cementitious materials were presented. The samples were composed of blended pozzolana (a mix of conventional fly ash and spent aluminosilicate catalyst), cement (about 20 wt.% in the binder) and Ca(OH)2. Spent aluminosilicate catalyst was proposed as activating component which can improve properties of low-cement blends, while the role of Ca(OH)2 was to enhance pozzolanic reaction. Early and later hydration periods of such blends were investigated by calorimetry, TG/DTG, FTIR and X-ray diff
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Rodríguez Bucio, J. L., José Luis Reyes-Araiza, Elia Mercedes Alonso Guzmán, et al. "Study on the Pozzolanic Effect of Sugarcane Bagasse Ash from Taretan, Michoacán, Mexico, on a Portland Cement Mortar." Key Engineering Materials 668 (October 2015): 367–74. http://dx.doi.org/10.4028/www.scientific.net/kem.668.367.

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Since the construction industry is responsible for 30% of the CO2 emissions, one way to reduce the impact of the construction activity is to substitute ordinary Portland cement by pozzolanic materials. The application of using agricultural waste in the production of pozzolanic material is technically feasible, due to the calcination of organic materials and leaving ashes with a fine particle size and high SiO2 content. In the present, it is discussed the pozzolanic effect of sugarcane bagasse ash (SCBA) from Taretan, Michoacán, Mexico, on the physical and mechanical properties of a portland c
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Wilson, Uwemedimo Nyong, Gambo Z, Mohammed I S, Eze O C, and Odeyemi S O. "Pozzolanic Properties of White Cowpea Husk Ash." Journal of Building Materials and Structures 8, no. 2 (2021): 93–102. http://dx.doi.org/10.34118/jbms.v8i2.1375.

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This research attempts to empirically investigate the pozzolanic properties of White Cowpea Husk Ash (WCHA), an agricultural biomass waste, at different percentages of its use as partial replacement of cement in concrete. WCHA was obtained after the calcination of white cowpea husk for 3 hours at 5500C. X-ray Florescence (XRF) analysis performed revealed that the sample of WCHA is a Class C pozzolana, which contains 65.4% of the combination of SiO2, Al2O3, and Fe2O3. The WCHA shows increase in consistency with increase in the WCHA content. This was attributed to the high Loss of Ignition (LOI)
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Lim, Chung Han, and Syaza Syazvina Anwar. "Assessment of Pozzolanic Reactivity for Calcined Spent Bleaching Earth Ash (SBEA) using Strength Activity Index (SAI), Frattini Test and X-Ray Diffraction (XRD)." MATEC Web of Conferences 397 (2024): 03003. http://dx.doi.org/10.1051/matecconf/202439703003.

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This research briefly investigates and compares three different and distinct methods of assessing the pozzolanic reactivity of a cementitious replacement material, Spent Bleaching Earth Ash (SBEA). SBEA is waste by-product of the edible oils refining industry and has some pozzolanic properties that could possibly be enhanced through calcination. Many methods have been developed to assess the reactivity of pozzolans and three of the most common ones were employed in this research; namely the Strength Activity Index (SAI), Frattini Test and X-Ray Diffraction (XRD) methods. These three methods we
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Rahhal, Viviana Fátima, Mónica Adriana Trezza, Alejandra Tironi, et al. "Complex Characterization and Behavior of Waste Fired Brick Powder-Portland Cement System." Materials 12, no. 10 (2019): 1650. http://dx.doi.org/10.3390/ma12101650.

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Two waste fired brick powders coming from brick factories located in Argentine and Czech Republic were examined as alternative mineral admixtures for the production of blended cements. In pastes composition, local Portland cements (Argentine and Czech) were substituted with 8–40%, by mass, with powdered ceramic waste. For the ceramic waste-Portland cement system, workability, the heat released, pozzolanity, specific density, compressive strength, hydrated phases, porosity, and pore size distribution were tested. The relevance of the dilution effect, filler effect, and pozzolanic activity was a
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Menéndez, Esperanza, Cristina Argiz, and Miguel Ángel Sanjuán. "Reactivity of Ground Coal Bottom Ash to Be Used in Portland Cement." J 4, no. 3 (2021): 223–32. http://dx.doi.org/10.3390/j4030018.

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Ground coal bottom ash is considered a novel material when used in common cement production as a blended cement. This new application must be evaluated by means of the study of its pozzolanic properties. Coal bottom ash, in some countries, is being used as a replacement for natural sand, but in some others, it is disposed of in a landfill, leading thus to environmental problems. The pozzolanic properties of ground coal bottom ash and coal fly ash cements were investigated in order to assess their pozzolanic performance. Proportions of coal fly ash and ground coal bottom ash in the mixes were 1
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Temuujin, Jadambaa, Claus H. Ruescher, Jamsran Erdenebayar, and Takeyuki Ogata. "Detailed Analytical EPMA Study of the OPC Pastes Prepared with the Addition of Raw and Milled Fly Ashes." Materials Science Forum 1125 (September 23, 2024): 107–15. http://dx.doi.org/10.4028/p-vmunu3.

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Concrete and cement pastes belong to the most used building materials in human history and represent a solidified mixture of ordinary Portland cement (OPC), water, course and fine-grained aggregates. Fly ash is used as a pozzolanic additive to improve concrete properties. The fly ash property can also be modified by various treatments such as milling or size reduction with sieving. It was suggested that a beneficial pozzolanic reaction with fly ash gives high mechanical properties. Such pozzolanic reaction results in calcium silicate hydrate (C-S-H) phase formation. In this research comparativ
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Lima, Cristian Jonathan Franco de, Francisco Roger Carneiro Ribeiro, Geraldo Cechella Isaia, and Mauricio Mancio. "Concretes with binary mixtures of artificial pozzolans and concrete demolition waste." Ambiente Construído 20, no. 4 (2020): 177–88. http://dx.doi.org/10.1590/s1678-86212020000400466.

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Abstract The objective of this study is to analyse the use of binary mixtures of pozzolanic materials and concrete demolition waste in concrete mixtures, especially the resulting mechanical properties and durability. A total of ten concrete formulations were produced distinguishing them in different types using different Portland cements, different artificial pozzolans and coarse aggregates from concrete demolition. The particular properties of each formulation were verified by testing the axial compressive strength, longitudinal modulus of elasticity and penetration of chloride under immersio
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Buriev, A.I., M.I. Iskandarova, and G.B. Begjanova. "Influence of a High Degree of Filling on the Properties of Pozzolanic Cement." RA JOURNAL OF APPLIED RSEARCH 09, no. 02 (2023): 60–65. https://doi.org/10.5281/zenodo.7602993.

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Slagash wastes of the Angren and Novo–Angren TPPs of dry selection high pozzolanic and hydraulic activity and its compliance with the requirements for State Standard of the Republic of Uzbekistan 901 for active mineral additives have been established, and therefore, it is recommended as an active mineral additive for the production of pozzolanic cements with a high degree of filling. Replacing from 25% to 50% of high–temperature portland cement clinker with dry–selection composite ash and slag waste ensures the production of pozzolanic cement grades 400–500. Concretes b
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Qais, H., R. Bogdanov, N. Morozova, A. Mavlyuberdinov, and L. Suleymanova. "INFLUENCE OF SUPERPLASTIFYING ADDITIVES BASED ON POLYCARBOXYLATE ETHER ON THE TECHNOLOGICAL AND PHYSICAL-TECHNICAL PROPERTIES OF GYPSUM-CETMENT-POZZOLANIC BINDER." Bulletin of Belgorod State Technological University named after. V. G. Shukhov 9, no. 8 (2024): 20–28. http://dx.doi.org/10.34031/2071-7318-2024-9-8-20-28.

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Effective modifiers of the structure and properties of concrete based on gypsum-cement-pozzolanic binder are chemical additives. Among a wide range of chemical additives, superplasticizing additives can be distinguished. The most effective in terms of water-reducing effect, increasing the mobility and strength of concrete based on gypsum-cement-pozzolanic binder are superplasticizers based on polycarboxylate ethers. The paper presents studies of the influence of superplasticizing additives on the physical and technical properties of gypsum-cement-pozzolanic binder based on low-grade gypsum and
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Mohamad, Habib Musa, Thomas Tan, Hidayati Asrah, and Andrew Whyte. "Sustainable Use of Spent Bleaching Earth as Partial Cement Substitute in Cement Sand Brick." Semarak International Journal of Civil and Structural Engineering 4, no. 1 (2025): 22–30. https://doi.org/10.37934/sijcse.4.1.2230a.

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This study investigates a use of spent bleaching earth pozzolanic, byproduct of biodiesel production, as sustainable substitute in the cement mortar. As a waste material, spent bleaching earth pozzolanic present viable solution for enhances construction materials while reducing environmental impact. The study aims to assess spent bleaching earth pozzolanic effectiveness as a partial cement replacement in a cement mortar, focusing on its effect on material properties and structural performance at varying replacement levels of 10%, 20%, 30%, 40%, and 50%. Tests conducted include the sieving anal
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