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Relevant bibliographies by topics / Cement-bound mixture

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Academic literature on the topic 'Cement-bound mixture'

Author: Grafiati

Published: 14 March 2023

Last updated: 31 July 2025

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Journal articles on the topic "Cement-bound mixture"

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Chomicz-Kowalska, Anna, and Krzysztof Maciejewski. "Performance of Fly-Ash- and Cement-Bound Granular Mixtures with Dispersed Fiber Reinforcement—A Case Study." Applied Sciences 14, no. 6 (2024): 2618. http://dx.doi.org/10.3390/app14062618.

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This paper investigates the effects of incorporating dispersed fibrous reinforcement in hydraulically bound granular 0/16-mm mixtures. The evaluated fibrous reinforcement comprised a mixture of polypropylene and alkali-resistant glass fibers in a 1:2 weight ratio. The fibrous reinforcement was added to the mixtures in amounts of 0.05% and 0.10% by weight. The prepared mixtures utilized 1% of CEM II/B-V 32.5 R Portland cement together with 3.5%, 7%, and 14% of fly ash, characterized by a high content of reactive calcium oxide. It was found that the fibrous additives had only a small effect on t

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Zvonarić, Matija, Martina Zagvozda, and Ivana Barišić. "Influence of Cement Amount and Rubber Threads on Fatigue of Cement Bound base Course." Athens Journal of Τechnology & Engineering 12, no. 2 (2025): 95–114. https://doi.org/10.30958/ajte.12-2-2.

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Evaluation of cement-stabilized material for use as a pavement bearing course (CBC) is primarily conducted through testing its compressive strength. However, the pavement structure is exposed to cyclic loading induced by traffic, making it susceptible to material fatigue. CBC, as the stiffest course of the pavement structure, is particularly sensitive to the effects of fatigue. Fatigue testing for this material is unconventional and not standardized, and the testing of this property is challenging due to the brittle structure of CBC. Within this study, the fatigue sensitivity of CBC was examin

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Barišić, Ivana, Martina Zagvozda, Ivanka Netinger Grubeša, and Matija Zvonarić. "Waste Rubber-Modified Cement-Bound Base Course: Laboratory Characterisation and Field Application." Applied Sciences 15, no. 4 (2025): 1983. https://doi.org/10.3390/app15041983.

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Within the scientific research project ‘RubSuPave’, a large number of laboratory tests were carried out to investigate the addition of waste rubber (WR) to mixtures of a cement-bound base course (CBC) for pavement construction. For mixtures consisting of gravel aggregate, sand, cement (at 3%, 5%, and 7% by mass) and various sand replacements with WR (0%, 10%, 20%, 30% and 40% volume) additions, the compaction characteristics, compressive strength, and resistance to freezing and thawing (F/T) were determined. The results show that compressive strength is negatively affected by the addition of W

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Dulaimi, Omar I., and Ahmed Hilal Farhan. "Combined effect of fiber and degree of stabilization on the early age behavior of cement bound granular mixtures." IOP Conference Series: Earth and Environmental Science 1374, no. 1 (2024): 012080. http://dx.doi.org/10.1088/1755-1315/1374/1/012080.

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Abstract An investigation has been undertaken to study the effect of fiber-reinforcement and different degrees of stabilization on the early age mechanical behavior of cement bound granular mixtures intended to be used as a base layer within pavement structure. Waste plastic fibers (WPF) recycled from soft drink bottles were used at 1% by the mass of aggregate to reinforce cemented mixtures. To stabilize different mixtures, cement content of 3%, 5%, and 7% by the mass of aggregate and by the weight of aggregate and fiber were used for conventional and fiber-reinforced cement bound granular mix

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Skels, Peteris, Viktors Haritonovs, and Edvards Pavlovskis. "Wood Fly Ash Stabilized Road Base Layers with High Recycled Asphalt Pavement Content." Baltic Journal of Road and Bridge Engineering 16, no. 2 (2021): 1–15. http://dx.doi.org/10.7250/bjrbe.2021-16.520.

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Wood fly ash stabilised road base layers with high recycled asphalt pavements content was studied both at the laboratory and in-situ. The original recipe was chosen based on an actual stabilised pavement base layer design with cement CEM II/B-T 42.5R but optimised using wood fly ash. The existing road base layer from gravel was mixed with dolomite aggregate and recycled asphalt pavement, adding cement and wood fly ash at different proportions. The mixture was compacted at optimal water content according to the Standard Proctor test and further conditioned. Resistance to freezing and thawing of

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Zvonarić, Matija, Ivana Barišić, Mario Galić, and Krunoslav Minažek. "Influence of Laboratory Compaction Method on Compaction and Strength Characteristics of Unbound and Cement-Bound Mixtures." Applied Sciences 11, no. 11 (2021): 4750. http://dx.doi.org/10.3390/app11114750.

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During road construction, granular materials for the unbound base course (UBC) and cement-bound base course (CBC) are mostly compacted by vibratory rollers. A widespread laboratory test for determining the optimal moisture content (OMC) and maximum dry density (MDD) of the mixture for installation in UBC and CBC is the Proctor test. Considering that the Proctor test does not produce any vibrations during compaction, this paper compares the Proctor test and the vibrating hammer test. The examination was conducted on UBC and CBC with varying cement content and aggregate types. All mixtures were

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Buczyński, Przemysław, Marek Iwański, Grzegorz Mazurek, Jakub Krasowski, and Maciej Krasowski. "Effects of Portland Cement and Polymer Powder on the Properties of Cement-Bound Road Base Mixtures." Materials 13, no. 19 (2020): 4253. http://dx.doi.org/10.3390/ma13194253.

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This article presents the test results for the physical and mechanical properties and fracture toughness of polymer-modified hydraulically-bound mixtures (HBM) produced with Portland cement for road base layers. The modifier used was a redispersible polymer powder (RPP) based on a vinyl ethylene acetate (EVA) copolymer obtained by spray drying. A three-level full factorial design with two factors was applied to determine the contents of Portland cement and polymer powder in the cement-bound mixture (CBM). Both Portland cement and polymer powder were added at three levels: 0%, 2%, and 4%. The a

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Illyasch, Sergey, and Tetyana Tereshchenko. "Differentiation of methods for manufacturing the specimens of mixtures based on hydraulic binders." Dorogi i mosti 2021 (March 25, 2021): 129–43. http://dx.doi.org/10.36100/dorogimosti2021.23.129.

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Introduction. To the particular group of road materials that are applied by close technologies belong hydraulically bound mixtures, roller-compacted concrete and cold recycled cement bound mixtures. As it is known, the composition and also the technology of application of road materials both affect the choice of method for their specimens manufacturing. For the Ukrainian road building industry, only one method for such specimens manufacturing was implemented, but in the world-wide practices there exist a developed differentiation of said methods which considers a lot of factors. The paper is a

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Teijón-López-Zuazo, E., Á. Vega-Zamanillo, M. Á. Calzada-Pérez, and L. Juli-Gándara. "Estimation of unconfined compressive strength of cement-stabilized jabre as material upgrade on highway construction." Materiales de Construcción 70, no. 338 (2020): 218. http://dx.doi.org/10.3989/mc.2020.09019.

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Granite rock has powerful alterations at several meters of depth. The clayed sand resulting is commonly known as jabre. This “in situ” mixture of cement-stabilized soil requires a laboratory formula. Even when the test section is correctly verified, the mechanical properties of the homogeneous mixture of jabre exhibit high degrees of dispersion. The laboratory work undertaken included particle-size analysis and screening, definition of liquid and plastic limits, compressive strength, dry density and moisture content over stabilized samples, modified Proctor, California Bearing Ratio (CBR) and

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Bulíková, Lucia, and František Kresta. "Hydraulic Road Binder with High Share of Fly Ash after Denitrification." Solid State Phenomena 292 (June 2019): 96–101. http://dx.doi.org/10.4028/www.scientific.net/ssp.292.96.

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Power plants use new technologies to reduce emissions limits. Denitrification is a process that leads to the reduction of NOx in the flue gas. However, in this process, the ammonia or urea is bound to the fly ash and it may adversely affect the properties of this secondary material and it influences its practical utilisation. In this contribution research of siliceous fly ash after denitrification by SNCR in the field of hydraulic road binders for soil treatment is described. In the last time a number of new hydraulic road binders with fly ash as their component have been prepared and used. Fl

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Dissertations / Theses on the topic "Cement-bound mixture"

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CHOORACKAL, AVIRACHAN ELDHO. "MIX DESIGN AND PERFORMANCE ASSESSMENT OF SELF-COMPACTING CEMENT-BOUND MIXTURES FOR PAVEMENT FOUNDATIONS OF ROAD TUNNELS." Doctoral thesis, Politecnico di Torino, 2020. http://hdl.handle.net/11583/2829685.

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Book chapters on the topic "Cement-bound mixture"

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Kumar S M, Naveen, Manu Vijay, Gagan Krishna R R, and Devi Prasad. "STUDYING THE STRENGTH CHARACTERISTICS OF SCC BY SUBSTITUTING METAKAOLIN FOR CEMENT AS WELL AS ADDING NANO SILICA." In Futuristic Trends in Chemical Material Sciences & Nano Technology Volume 3 Book 10. Iterative International Publisher, Selfypage Developers Pvt Ltd, 2024. http://dx.doi.org/10.58532/v3bbcs10p3ch1.

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The use of self-compacting concrete (SCC) has increased significantly over the last few years, and extensive study and modification have been made to create self-compacting concrete with the appropriate properties. The use of treated and untreated industrial byproducts, household garbage, etc. as raw materials in concrete is currently popular throughout the world. These not only assist in recycling waste products but also improve the environment by being cleaner and greener. The use of metakaolin and nano-silica in SCC is the main topic of the current investigation. The steel bar corrodes when

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Conference papers on the topic "Cement-bound mixture"

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Miguel Lopes Crucho, João, Luís Guilherme de Picado Santos, and José Manuel Coelho das Neves. "Assessment of a Cement Bound Granular Mixture Using Recycled Concrete Aggregate and Coconut Fiber." In International Airfield and Highway Pavements Conference 2021. American Society of Civil Engineers, 2021. http://dx.doi.org/10.1061/9780784483510.023.

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Šimunović, Mirjana, Pavica Senić Barišić, and Sanja Dimter. "Elastic moduli of stabilized mixtures with wood ash." In 8th International Conference on Road and Rail Infrastructure. University of Zagreb Faculty of Civil Engineering, 2024. http://dx.doi.org/10.5592/co/cetra.2024.1681.

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Stabilized base courses are an indispensable part of today's pavement structures. Stabilized mixtures as we know them consist of high-quality crushed aggregate bound with a hydraulic binder, usually cement. Due to their composition, stabilizing mixtures increase the strength and stiffness of the pavement structure, which is expressed by modulus of elasticity, i.e., the measure of the stiffness of the pavement structure due to dynamic loading. Although classic stabilized mixtures meet the criteria of load capacity, stiffness and durability, the modern approach in road construction is changing.

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Šķēls, Pēteris, Kaspars Bondars, Raitis Plonis, Viktors Haritonovs, and Andris Paeglītis. "Usage of Wood Fly Ash in Stabilization of Unbound Pavement Layers and Soils." In The 13th Baltic Sea Region Geotechnical Conference. Vilnius Gediminas Technical University, 2016. http://dx.doi.org/10.3846/13bsgc.2016.017.

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Modification and stabilization of road structure unbound layers has extensively been studied both at laboratory and field for decades. The most commonly used binders for soil modification and stabilization are cement and quicklime (CaO), but alternative pozzolans and their mixtures are of economical, technical and environmental interest. This study presents soil stabilization with wood fly ash (WFA) at laboratory. Natural sand (Sa), Sa mixtures with 10% and 20% WFA were compacted at optimal water content according to Standard Proctor test LVS EN 13286-2:2012, and California bearing ratio (CBR)

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Zagvozda, Martina, Matija Zvonarić, Marijana Cuculić, and Ivana Pranjić. "Waste rubber - sustainable pavements solution?" In 6th International Conference on Road and Rail Infrastructure. University of Zagreb Faculty of Civil Engineering, 2021. http://dx.doi.org/10.5592/co/cetra.2020.1138.

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Cement bound base courses increase pavement bearing capacity and resistance to detrimental effects of frost along with being a good base for surface courses. Due to its stiffness, cement bound base courses reduce vertical deflections and tensile stress in asphalt layers thus reducing fatigue and appearance of alligator cracks in asphalt. But, in order to generate required layer strength and stiffness of cement bound base, appropriate amount of cement is necessary. This in turn can cause shrinkage induced cracks which spread towards surface courses and cause accelerated deterioration of pavemen

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Bohdan, Dołżycki, Mariusz Jaczewski, and Cezary Szydłowski. "Cold recycled mixtures for binder courses - laboratory evaluation of mechanical properties." In 7th International Conference on Road and Rail Infrastructure. University of Zagreb Faculty of Civil Engineering, 2022. http://dx.doi.org/10.5592/co/cetra.2022.1388.

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Cold recycled mixtures composed with cement and bituminous emulsion are nowadays commonly used material for base layer. Typical pavement with cold recycled mixtures usually consists of two asphalt courses (wearing and binding course) constructed over cold recycled base. Therefore the next step in cold recycling is possibility of design of binding courses with recycled materials, but with potential to obtain high quality mixtures similar to commonly used asphalt concretes. In this case, typical new pavement structure would be designed as two cold recycled mixtures (for base and binding course)

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