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Fly ash—You should typically stay away from using fly ash or slag cement in cold weather, since those materials set up more slowly and generate less internal heat; slag can cause the same effect. To make the reaction a bit hotter, the ready mix producer can add some extra cement (typically an extra 100 pounds per cubic yard) or can use Type ...
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High-Strength Concrete at High Temperature - An Overview 4 °C/min or 300 °C/h. It is noted that the concrete temperature lags the air temperature of the furnace. Figure 3 (b) shows the temperature difference between the surface and center of the cylinder, and the rates of temperature rise on the surface and at the center of the cylinder.
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For Variolink II, significant decreases of 69% and 88% were observed in WT when resin cement temperature increased to 37°C and 50°C, respectively, compared to that at 25°C. Variolink II exhibited longer WT than Calibra regardless of temperature. Table 3:
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Mar 3, 2022In this study, the curing temperature development and its effect on the shear strength and stiffness of lime-cement stabilized Norwegian clays was studied by field measurements, laboratory tests, and numerical analysis. The study includes 18 samples cured under different temperatures and tested by uniaxial unconfined compression (UC) tests.
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temperature to 60ºC (140ºF) for concrete that will be ex-posed to "damp" conditions while in service.4,5 The current guidelines6 for the Precast/Prestressed Concrete Institute allow concrete to be cured to a concrete temperature of 82ºC January-February 2004 47 Table 1. Criteria for cement selection. Cement Percent SO3 Percent Na2O ...
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The detrimental effect of temperature changes on structural integrity of concrete and cement paste is markedly higher after a cooling from a higher temperature to the ambient 20 °C than that when concrete and cement paste are kept only at elevated temperature. This is contributed to extremely high shrinkage during cooling connected with the ...
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Effects of Hot Weather on Concrete. Any operation of concreting done at atmospheric temperature above 40 0 C may be put under hot weather concreting. The effect of hot weather may be as follows: Accelerated setting: A higher temperature of fresh concrete results in a more rapid hydration and leads to reduced workability/ accelerated setting.
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Extreme hot or cold temperatures will cause the sealer to dry too fast or too slow. The best range of temperature is 50 to 80 degrees F. That 30 degree window isn't very big, especially when working outside in the summer months.
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Petroleum engineers are displaying considerable interest in the problems ofcementing oil wells, especially in the Gulf Coast and California areas, wheresteep temperature gradients are encountered and where wells are being drilledto greater depths. Deep drilling, that is, at depths in excess of 7000 ft., hasbeen undertaken in these areas only in the last few years and with this trendoil-well ...
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Here are tips to consider when acid staining concrete. The surrounding temperature must be considered not only during installation time but for the rest of its drying time, which is about 12 hours. The proper temperature must be 35 degrees F. It can get higher or lower but as long as it does not get too hot or freezing.
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The effect of temperature on the handling properties (doughing, setting, and working times) of PMMA cement has been well studied. Langdown et al. [ 7 ] showed that at ambient theater temperatures between 16 and 24 °C, the setting time could range between 10 and 20 min.
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Temperature is one of the important factors which affect the durability of concrete. Concrete structures deteriorate more rapidly when exposed to hot environment. High temperature associated with other factors like high humidity has significant effect on the durability of concrete6.
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When temperature increases beyond 400 °C, the concrete strength decreases more rapidly due to the degradation of calcium-silica-hydrate (C-S-H). Second phase of the C-S-H decomposes in the temperature range from 600 to 800 °C forming β-C 2 S (Hager 2013 ). At a temperature of 900 °C, the C-S-H breaks down completely.
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At room temperature (23°C), the heat flow curve of the cement pastes without limestone displayed two notable peaks at roughly 3 and 14 h, as shown in Fig. 2(a).
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Influence of styrene‐acrylate latexes with varied glass transition temperature (T g) on cement hydration was studied and the mechanism was analyzed.Results show that polymer latexes with varied T g retard cement hydration to different extents. Specifically, low T g polymer shows stronger retardation effect than the high T g polymer. Despite similar surface charges, colloidal particles with ...
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The greatest impact on durability drops is: freezing temperature, pre-ripening time, type of cement used. Additionally, the methods of protecting concrete against the influence of negative...
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An increase in the concrete mixing temperature from 18 to 35 degree C (65 to 95 degree F) required an average increase of 4.7 kg/cubic m (8 lb/cubic yd) of cement to maintain the strength level. An increase in the delivery time from 20 to 90 min required an additional 13.6 kg/cubic m (23 lb/cubic yd) of cement, on the average.
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A cement mill (or finish mill in North American usage) ... Fine grinding lessens this effect, and early cements had to be stored for several months to give the calcium oxide time to hydrate before it was fit for sale. ... Temperature control. Heat generated in the grinding process causes gypsum (CaSO 4.2H 2 O) to lose water, forming bassanite ...
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The experimental results show that the compressive strength of the 5% NSHA concrete exposed to temperatures up to 400 °C is 21.3% and 23.8% better than the normal concrete at 7 and 28 curing days, respectively. Surface cracks and spalling are noticeable at 600 °C and 800 °C for all samples considered in this study. 1. Introduction
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Temperatures during the manufacture and placing of concrete can affect its setting time and final strength. When temperatures are high, this can lead to cracks, and many mass concrete works use chilled water for the mixing process to control the temperature of the concrete and reduce the chances of cracking and damage.
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Test results indicated that the compressive strength of concrete cured for 7 d at elevated temperatures increased by 28.2, 20.7, 28.8, and 14.7% compared with that cured at the standard curing condition at slag percentages of 0, 70, 50, and 30%, respectively.
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Effect of Extreme Weather on Concrete. Concrete is not recommended to be placed at a temperature above 40 0 C and below 5 0 C without proper precaution as laid down in IS: 7861 (Part-1 or part-2 as the case may be).. IS:7861 part-1 deals with hot weather concreting and Part-2 deals with cold weather concreting.
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All of the developed cement-based grouting materials were confirmed to effectively reduce the surface temperature of the asphalt pavements. Especially, the cement-based grouting material using the ultra-rapid hardening cement with the mixing ratio of 0.7:0.3 between the ceramic waste powder and the natural zeolite reduced mostly the ...
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All sealers have a minimum temperature they need to dry properly. For most sealers this is around 40 - 45 degrees. Most sealer manufactures recommend 50 degrees for a minimum. If the temperature is below 40 degrees you risk the sealer not completely drying. This weakens the sealer and it usually doesn't last very long before it starts to fail.
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The resuluts showed that with the increase of temperature from 20 oC to 50 oC, the influence of water cement ratio on drying shrinkage of concrete was gradually weakened.
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concrete .15 14 Effect of elevated temperature on stress-strain behavior of a quartz concrete .16 15 Stress-strain relationship of normal concrete with specimens loaded during the heating period .17 16 Poisson's ratio results .18 17 Effect of temperature on the modulus of elasticity of concrete: hot and cold test results . 19
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Below 600°C, the compressive strengths of MC-modified cement paste (MCP) and NC-modified cement paste (NCP) increase with increasing temperature. NCP significantly changes with increasing temperature, and its microstructure remains relatively dense in the temperature range of 200°C to 600°C.
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Date: 1/1/1990. Abstract: The effect of transient high temperature on strength and load-deformation behavior of high-strength concrete was investigated. The concrete strength varied between 4500 and 12,900 psi (31.1 and 89 MPa) and the temperature exposure was in the range of 23 to 800 C (73 to 1472 F). The presence of loads in real structures ...
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Heat may affect concrete and as a result of, Benefits of Autoclaved Aerated Concrete (AAC) in Construction The removal of evaporable water. The removal of combined water. Alteration of cement paste. Disruption (of beam) from disparity of expansion and resulting thermal stresses. Alteration of aggregate. Change of the bond bet aggregate and paste.
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Effect of High Temperature on Structural Performance of Concrete. Rooban Kumar, M. Asha, B. Student. Materials Science, Engineering. 2018. In this study, the effect of temperature on the compressive strength of plain cement concrete (PCC) and Self Compacting concrete (SCC) is investigated. Plain cement concrete is a construction..
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Cement temperature has only a minor effect on the temperature of freshly mixed concrete because it represents a relatively small percentage of the total mixture. Concrete Curing is a hydration process and requires water to be present. Forms should be sprayed with water to keep them damp, or they will absorb part of the mixing water. ...
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This paper presents a review on the effect of fire on concrete, citing 43 references. It was found that most of them are on the behavior of concrete under high temperature conditions more or less different from the standard fire condition. The problem of spalling, which high-strength concrete encounters when exposed to fire, is especially urgent to solve.
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The geopolymer cement is a suitable alternative material for Portland cement due to their environmental compatibility, low curing temperature, and high strength. In this research, Kaolin was used as a raw material for the construction of a geopolymer cement, while sodium hydroxide was an alkali hydroxide. Kaolin is calcined at 750 °C to obtain meta-kaolin.
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Type of Concrete Mix . The ingredients in the concrete mix can affect the drying time. For example, a drying concrete mix with higher sand content will take longer to dry than a concrete mix with higher cement content. Weather Conditions. The temperature and humidity of the air can affect how quickly the concrete dries. Thickness of the Concrete
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The results show that the curing temperature in the early stage of curing has a significant effect on the type of the primary reaction products. The main strength phase, resulting from the curing temperatures of 20 °C and 50 °C, is the 517 needle-like phase, whereas the curing temperature of 80 °C produces the 513 sheet-like phase.
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The LSP-HD 62 is optimized for cement manufacturing applications, with a temperature range from 100 to 600° C. A plug-and-play industrial Ethernet connection provides real-time processed data, enabling refractory problems to be identified and analyzed quickly. Features High-resolution optical system Operates in hot, dusty industrial environments
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@article{osti_511895, title = {Effect of the temperature on the leaching performance of the cement-based immobilization systems: Sulfate and chloride behavior}, author = {Hernandez, M S and Guerrero, A and Goni, S and Lorenzo, M P}, abstractNote = {The leaching in deionized water of sulfate and chloride ions from cement-based matrices of varying dosification (mixture of ordinary Portland ...
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The effect of cold weather on concrete strength and durability is an issue that surfaced recently on one of our projects where the night time ambient temperature fell to -4ºC, i.e. below the specified lower threshold of 5ºC.
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More specifically, the purpose of this work was toconsider the effect of temperature and pressure upon the behavior of cementslurries. Although it has long been recognized that cements thicken and set rapidly withincreasing temperatures, practical methods for the quantitative determinationof these effects are comparatively recent developments.
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concrete temperature. Approximately l-in. decrease in slump resulted for each 20-F increase in temperature. As seen in Table 4, the slump of the concretes The reason for this behavior is not now apparent. were made at some of the different temperature levels to determine the changes in water content necessary
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