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Dissertations / Theses on the topic 'Fresh concrete properties'

Author: Grafiati

Published: 4 June 2025

Last updated: 1 August 2025

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1

Branch, James. "Plastic properties of fresh high strength concrete." Thesis, University of Surrey, 2001. http://epubs.surrey.ac.uk/842953/.

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This thesis describes the novel test techniques that were developed to measure the parameters associated with the plastic shrinkage, and subsequent possible plastic shrinkage cracking, of high strength concrete. The parameters measured during the first 24 hours after placing were the stress- strain relationship, negative pore pressure and free shrinkage strain development. The plastic behaviour of eight high strength concrete mixes was quantified and these mixes were then tested to assess their propensity towards plastic shrinkage cracking, using restrained ring tests. A review of the paramete

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2

Ceza, Michael. "Fresh non-dispersive underwater concrete : properties and tests." Thesis, University of the West of Scotland, 1996. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.338314.

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3

Manarakis, George S. "Properties and applications of fresh fibre reinforced concrete." Thesis, University of Aberdeen, 1992. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.262346.

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Concrete is possibly the most widely used man-made construction material in the world. Low cost, versatility and adequate compressive strengths are reasons for the popularity of concrete construction. In the present investigation various properties of polyproplene and steel fibre reinforced cementitious composites in their plastic state, which influence slipforming (Chapter 3), such as early age shrinkage (Chapters 4, 5) and uniaxial tensile strength (Chapter 6) are investigated, while properties of the same mixes in their hardened state such as compressive and tensile splitting strength are a

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4

Nilsson, Jonas, and Peter Sargenius. "Effect of microfibrillar cellulose on concrete equivalent mortar fresh and hardened properties." Thesis, KTH, Byggvetenskap, 2011. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-60485.

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A pilot project in 2010, conducted at CBI, showed the capacity for pulp, micro fibrilars from the forest industry to act as Viscosity Modifying Agent (VMA) in concrete. This project was, however, too limited to find answers for optimal use of this kind of material. The forest industry company Stora Enso wants to find out if their pulp can be used in concrete in order to somehow improve its properties. Two micro fibrilar suspensions have been tested. The tested fibrils are in two sizes, the finer material named MFC1 has undergone more homogenization than the course material named MFC2. The fibr

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5

Baz, Bilal. "Influence of the fresh state properties of 3D printable concrete on the steel-concrete bonding and durability." Thesis, Ecole nationale supérieure Mines-Télécom Lille Douai, 2020. http://www.theses.fr/2020MTLD0003.

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La fabrication additive ou impression 3D est la technique la plus récente introduite dans le secteur de la construction. De nombreuses questions restent posées, notamment la maîtrise des propriétés à l'état frais et durci du matériau utilisé, et la stratégie de renforcement pour fournir la ductilité et les capacités structurelles des éléments.Cette thèse traite de l’effet des propriétés à l’état frais du matériau sur l’état durci et sur la réponse mécanique des éléments imprimés. Le travail a commencé par la formulation et la caractérisation rhéologique de nouveaux mélanges imprimables. La thi

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6

Eroglu, Levent. "Modelling The Fresh Properties Of Self Compacting Concrete Utilizing Statistical Design Of Experiment Techniques." Master's thesis, METU, 2007. http://etd.lib.metu.edu.tr/upload/2/12608124/index.pdf.

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Self compacting concrete (SCC) is first developed in Japan in the late 1980s in order to overcome the consolidation problems associated with the presence of congested reinforcement. It is also termed as a high performance concrete, as it can flow under its own weight and completely fill the formworks. As the fresh properties of SCC are quite important, mix design of a SCC is performed by considering various workability related fresh properties. Therefore, a well designed SCC should satisfy all requirements of a hardened concrete, besides its superior workability properties. The aim of this r

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7

Rooney, Mark Joseph. "Assessment of the properties of fresh self compacting concrete with reference to aggregate segregation." Thesis, University of the West of Scotland, 2002. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.246337.

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8

Tagliaferri, de Grazia Mayra. "Contribution to the Understanding of Fresh and Hardened State Properties of Low Cement Concrete." Thesis, Université d'Ottawa / University of Ottawa, 2018. http://hdl.handle.net/10393/38109.

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Concrete, the major construction material used in the civil industry worldwide, displays remarkable performance and economic benefits. Yet, it also presents a huge environmental impact producing about 7% of the global carbon dioxide (CO2). Given the rise of global warming concerns, studies have been focusing on alternatives to reduce the amount of Portland cement (PC), which is the least sustainable ingredient of the mixture, for example by adopting particle packing model (PPM) techniques. Although a promising alternative, there is currently a lack of studies regarding the efficiently use of P

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9

Gram, Annika. "Modelling of Bingham Suspensional Flow : Influence of Viscosity and Particle Properties Applicable to Cementitious Materials." Doctoral thesis, KTH, Betongbyggnad, 2015. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-163040.

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Simulation of fresh concrete flow has spurged with the advent of Self-Compacting Concrete, SCC. The fresh concrete rheology must be compatible with the reinforced formwork geometry to ensure complete and reliable form filling with smooth concrete surfaces. Predicting flow behavior in the formwork and linking the required rheological parameters to flow tests performed on the site will ensure an optimization of the casting process. In this thesis, numerical simulation of concrete flow and particle behaviour is investigated, using both discrete as well as a continuous approach. Good correspondenc

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10

Sheikh, Vassiem. "Fresh properties, temperature rise and strength development of high strength concrete with binary and tertiary blended cements." Thesis, University College London (University of London), 2001. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.395651.

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The use of high strength concrete in the construction industry has become more frequent as both the knowledge of the behaviour of the material and the confidence in its production have increased. An appropriate formulation of materials and mix proportions can result in significantly enhanced performance such as high early strength, reduced heat of hydration and increased durability. As a step towards obtaining optimum performance, an investigation has been carried out on the fresh properties (workability), temperature rise during hydration and strength development. This research was aimed at u

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11

Rafeet, Ali Mohsin Issa. "Mix design, fresh and hardened properties and microstructural characterisation of alkali-activated concrete based on PFA/GGBS blends." Thesis, Queen's University Belfast, 2016. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.709698.

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Alkali-activated concrete (AAO) has recently emerged as a potential candidate to replace the conventional Portland cement concrete (PGC) in several applications due to its low CO2 footprint and promising mechanical properties. However, the absence of a widely accepted standardised mix design method for AAC limits its commercialisation. Moreover, some technical problems such as the need for elevated temperature curing and the lack of sufficient data on both hardened and fresh properties of AAO among others played a major role in limiting the industrial uptake of this green alternative. In this

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12

Jenkins, Morgan Christen. "Fresh Mix Properties and Flexural Analysis with Digital Image Correlation of Additively Manufactured Cementitious Materials." Thesis, Virginia Tech, 2020. http://hdl.handle.net/10919/96560.

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Recently, additive manufacturing (AM), or "3D printing," is expanding into civil infrastructure applications, particularly cementitious materials. To ensure the safety, health, and welfare of the public, quality assurance and quality control (QA/QC) methods via standardized testing procedures are of the upmost importance. However, QA/QC methods for these applications have yet to be established. This thesis aims to implement existing ASTM standards to characterize additive manufactured cementitious composites and to gather better information on how to tackle the challenges that are inherent whe

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13

Christianto, Heru Ari. "Effect Of Chemical And Mineral Admixtures On The Fresh Properties Of Self Compacting Mortars." Master's thesis, METU, 2004. http://etd.lib.metu.edu.tr/upload/12605322/index.pdf.

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Fresh properties of mortars are important factors in altering the performance of self compacting concrete (SCC). Measurement of the rheological properties of the fine mortar part of concrete is generally used in the mix design of SCC. It can be stated that SCC rheology can be optimized if the fine mortar part of concrete is designed properly. However, measurement of the rheological properties is often impractical due to the need for complex equipment. Therefore, more practical methods of assessing mortar workability are often preferred. In this study, four mineral admixtures, three supe

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14

Serifou, Mamery. "Béton à base de recyclats : influence du type de recyclats et rôle de la formulation." Thesis, Bordeaux 1, 2013. http://www.theses.fr/2013BOR15230/document.

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L‟élimination de certains déchets est un enjeu important en Côte d‟Ivoire. Une des solutions proposée est d‟envisager l‟utilisation de ces déchets comme granulats dans les bétons. Les travaux présentés dans ce document portent sur l‟incorporation de quatre différents déchets.La première étude porte sur un béton confectionné avec trois types de déchets : du verre concassé, du ciment durci concassé et des pneus découpés. Elle a été réalisée en deux phases. Dans la première ces déchets ont été incorporés à du béton pour remplacer 100% des graviers (substitution totale). Dans la seconde une substi

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15

Vorel, Pavel. "Vlastnosti betonů s přídavkem plazmatem upravených polypropylenových vláken." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-225879.

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Master‘s thesis focuses on concrete combined with polypropylen fibres produced commercially, fibres without surface modifications and fibres modificated by plasma. Most important topic of the thesis is experimental verification of influence of plasma modificated fibres on attributes of fresh concrete and physical-mechanical attributes of solidified concrete. Based on the results of the tests perfomed on examin units compares results and anylyses applicability of different fibre surface modifications.

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16

Huang, Jyun-Jie, and 黃俊傑. "Study on Fresh Properties of Alkali-activated Concrete with Slag and Fly Ash." Thesis, 2016. http://ndltd.ncl.edu.tw/handle/92482171932003818373.

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碩士<br>國立臺灣科技大學<br>營建工程系<br>104<br>In this study, the sodium silicate and sodium hydroxide were used as the alkali activator. After trial mixes, the liguid-solid ratio was fixed as 0.5, and the experimental parameters including different dosages of activator, silicon-sodium ratio and proportions of slag-fly ash mixtures were used to investigate the effects of various combinations of parameters on the fresh, physical, durable and microstructural properties of the alkali-activated concrete with slag and fly ash. The research results show that: (1) For the fresh properties, the slump of alkali-act

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17

Du, Yun, and 杜昀. "To Measure the Rheological Properties of Soil Grout and Fresh Concrete through Moving Ball Method." Thesis, 2004. http://ndltd.ncl.edu.tw/handle/31152714161820294736.

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博士<br>國立雲林科技大學<br>工程科技研究所博士班<br>92<br>ABSTRACT The rheology of soil grout controls its properties of the flow; therefore, the flow and occurrence of the debris, and the flow and conveyance of the fresh concrete are close related to the rheology of their materials. Nowadays, Bingham fluid, containing two rheological parameters, yield stress and viscosity, is applied to analyze its properties of the flow in soil grout in the academic world. Measuring the rheological parameters of the fluid is an important work for controlling its flow. Among methods to do that, there are two, moving ball metho

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18

Vishwakarma, Sunil Kumar. "Effect of Pumice Stone Aggregate on the Fresh and Hardened Properties of Self-Compacting Concrete." Thesis, 2018. http://ethesis.nitrkl.ac.in/9520/1/2018_MT_216CE2057_SKVishwakarma_Effect.pdf.

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Self-compacting concrete is a concrete which has the flowing ability, filling ability, passing ability and self-compacting nature without any need of external vibrator or compacting devices and without exhibiting defects due to segregation and bleeding. Reduction in weight of concrete improves fresh properties of SCC whereas it affects to the hardened mechanical property of SCC. The density of SCC can be reduced by partially replacing normal aggregate by lightweight aggregate. The combination of these types of aggregates again poses some problem li

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19

Chen, Chuen-Shioung, and 陳春雄. "The Properties of Fresh Flowing Concrete and The Effect of Local Steam Curing on Its Properties in Hardened State." Thesis, 2001. http://ndltd.ncl.edu.tw/handle/95986939024101069330.

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碩士<br>國立臺灣科技大學<br>營建工程系<br>89<br>The Properties of Fresh Flowing Concrete and The Effect of Local Steam Curing on Its Properties in Hardened State Thesis Advisor : Ta-Peng Chang Graduate Student : Chuen-Shioung Chen ABSTRACT The effect of fresh of properties of flowing concrete was investigate. Slag and fly ash was used as admixture to replace an equal volume ( 20%,25%.30% and 40% by sand ) of sand . Concrete was carried out only uniaxial-curing ( curing temperature were 50℃ and 70℃; curing humidity was 95% ) to study the thermal conductivity beha

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20

Lin, Chien-Liang, and 林建良. "The Influence of Mineral Admixture and Size Gradation of Aggregate on the Properties of Fresh Self-Compacting Concretev." Thesis, 2000. http://ndltd.ncl.edu.tw/handle/66098341793811883318.

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碩士<br>國立臺灣科技大學<br>營建工程系<br>88<br>The Influence of Mineral Admixture and Size Gradation of Aggregate on the Properties of Fresh Self-Compacting Concrete Thesis Advisor : Ta-Peng Chang Graduate Student : Chien-Liang Lin ABSTRACT The research uses computer program to do mixture proportioning design of self-compacting concrete (SCC). It has two principal research categories. One is to study the influence of eight kinds of weight ratio of fly ash to the slag powder on the properties of fresh self-

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