الصفحة الرئيسية / اتصل
The European fly ash standard (EN 450-1) provides a specification limit on soundness for fly ashes containing >1.5% CaO. ... ASTM C618 requires the reporting of the total alkali content, احصل على السعر
IP cement with a Class F fly ash that had an available alkali content of 0.50 percent. This investigation included fly ash from nine different sources. Five fly ashes were Class C and four احصل على السعر
2024/11/25 The discussion then turned to ASTM C618, a standard governing the use of fly ash in concrete production, which imposes a maximum limit of 5% on sulphur dioxide content. احصل على السعر
Sodium and potassium are the common alkalis present in fly ash. Excessive amounts of fly ash alkalis can cause efflorescence problems in concrete products and raise concern about the احصل على السعر
2022/5/17 Table 1 shows the average coal fly ash alkali content in Europe, USA, China, India, and Australia and in function of the coal type [8,9]. The values range from 0.1% to 4.7%. ... Some national standard specifies that the alkali احصل على السعر
2021/5/4 The self-hardening property of fly ash owing to its free lime content has made fly ash a suitable for ... All the tests are conducted as per Indian standards. Fig. 1. Grain size احصل على السعر
2021/9/1 The high content of Al 2 O 3 and SiO 2 in class F fly ash make it suitable for conversion to other substrates with high-capacity adsorption. Class F fly ash has been احصل على السعر
2021/12/1 Fly ash was replaced with slag at 0%, 10%, 20%, and 30%. Fly ash with 100% content was used as the binder that reduces the initial setting time was more than 24 h which احصل على السعر
2022/1/27 Figure 1 shows the variation in initial and final setting times of alkali-activated slag/fly ash mixtures with variation in fly ash content and chemical admixture. The setting time احصل على السعر
2023/9/21 This is due to the retardation effect of adding fly ash to alkali-activated slag caused by the lower initial reactivity of fly ash at ambient temperature [12, 21, 22]. The VPV of the mortars increased with the fly ash content from 6.6% for F25/S75, 9.4% for S50/F50, and to 14.2% for F75/25.احصل على السعر
2024/11/20 In order to efficiently utilize industrial solid waste while minimizing the preparation cost of engineering materials and the technical difficulty of construction, this paper prepared a high fly ash content alkali-activated fly ash slag composite system at normal temperatures and conducted an in-depth investigation on it. A systematic study was conducted احصل على السعر
Processes 2023, 11, 1550 2 of 15 amorphous silica (SiO2) and alumina (Al2O3) is placed in an alkaline environment, and in a system with high calcium (i.e., more calcium ions are present in the ...احصل على السعر
2023/12/8 The experimental results indicate that when the same volume fraction of polypropylene fibre (0.3 %–1.0 %) is added to alkali-excited fly ash aerogel concrete and alkali-excited fly ash aerogel foam concrete, the addition of fibres can slightly reduce the thermal conductivity of alkali-excited fly ash aerogel concrete from 0.258 W/mK to 0. ...احصل على السعر
2022/7/1 The average particle sizes of the fly ash and slag are 23.2 nm and 24.0 nm, respectively. The water glass is composed of Na 2 O, SiO 2, and H 2 O, and the corresponding contents are 8.35%, 26.54%, and 65.11%, respectively. This study adjusted the CaO content in raw materials by changing the slag content in fly ash and slag blend.احصل على السعر
2024/11/18 Table 10 presents a comparison between the manufactured alkali-activated PMSA bricks, burnt clay bricksand fly ash bricks . The characteristics of clay bricks were related to the specifications provided by BIS (IS1077:1992). The fly ash bricks and alkali-activated PMSA were compared from standards of (IS 12894:2002). The test results were ...احصل على السعر
2021/3/11 Fly ash was one of the first exploited in an attempt to mitigate ASR. Saha et al. suggest that fly ash with low alkali content, high amorphous silica content and low calcium content is the most effective in mitigation. The presence of high content of amorphous silica consumes portlandite from the pore solution causing a reduction in alkalinity.احصل على السعر
2021/12/1 This paper describes a review of the state-of-the-art research carried on the fresh and hardened properties of Alkali Activated Binders and Concretes. Though, many research have been carried out in the recent times on alkali activated binders, few key parameters still remain unattended, that restricts the commercial application of AAMs to the general احصل على السعر
ALKALI-ACTIVATED FLY ASH GEOPOLYMERIC MATERIALS Frantiıek −kvÆra, Jan −losar, Jan Bohunek and Alena MarkovÆ Department of Glass and Ceramics, ICT Prague CZ-166 28 Prague 6, TechnickÆ 5, Czech Republic. E-mail: skvaraf@vscht ABSTRACT Alkaline activation of fly ash yields materials whose strength exceeds that of standard Portland cements.احصل على السعر
2021/12/27 A study on the influence of the inclusion of slag or fly ash and five types of superplasticizers on the fresh and hardened properties of alkali-activated cements is presented. Three alkali-activated slag formulations with different fly ash content (0, 15, and 30%) in the presence of five admixtures (vinyl copolymer, melamine, and three polycarboxylates with احصل على السعر
2022/2/1 Alkali-activated material (AAM) is regarded as a promising greener cement that is attracting worldwide attention. This paper reports an investigation on the leaching behaviour of a series of 3-year-old AAMs that are manufactured from fly ash-slag-silica fume. The leaching percentages of sodium from the binders consist of 45–60% fly ash, 30–40% slag and 0–15% احصل على السعر
powder with fly ash or fine sand to reduce the shrinkage value. Previous studies have investigated the effects of adding fly ash and fine sand on the physical and mechanical properties of alkali-activated slag cementitious materials [22]. The results showed that when the amount of fly ash does not exceed 50% or the amount of fine sand ...احصل على السعر
2024/11/8 The particle size distribution of fly ash determined by laser diffraction was shown in Fig. 1 (b), and the XRD pattern of the fly ash was presented in Fig. 2 (b). Fly ash consists of crystalline and amorphous phases, with the main crystalline phases being mullite, quartz, and hematite. The SEM image of the fly ash is shown in Fig. 3 (b). It ...احصل على السعر
2022/2/1 Fig. 2 shows the compressive strength development of the six alkali-activated slag-fly ash-silica fume paste mixtures in three years at the ambient conditions. In the first 28 days, the compressive strengths of the AAM binders develop rapidly and all achieve above 40 MPa. The effect of slag content on the strength development at this early age is evident: with احصل على السعر
2022/2/1 Alkali-activated material (AAM) is regarded as a promising greener cement that is attracting worldwide attention. This paper reports an investigation on the leaching behaviour of a series of 3-year-old AAMs that are manufactured from fly ash-slag-silica fume. The leaching percentages of sodium from the binders consist of 45–60% fly ash, 30–40% slag and 0–15% احصل على السعر
powder with fly ash or fine sand to reduce the shrinkage value. Previous studies have investigated the effects of adding fly ash and fine sand on the physical and mechanical properties of alkali-activated slag cementitious materials [22]. The results showed that when the amount of fly ash does not exceed 50% or the amount of fine sand ...احصل على السعر
2024/11/8 The particle size distribution of fly ash determined by laser diffraction was shown in Fig. 1 (b), and the XRD pattern of the fly ash was presented in Fig. 2 (b). Fly ash consists of crystalline and amorphous phases, with the main crystalline phases being mullite, quartz, and hematite. The SEM image of the fly ash is shown in Fig. 3 (b). It ...احصل على السعر
2022/2/1 Fig. 2 shows the compressive strength development of the six alkali-activated slag-fly ash-silica fume paste mixtures in three years at the ambient conditions. In the first 28 days, the compressive strengths of the AAM binders develop rapidly and all achieve above 40 MPa. The effect of slag content on the strength development at this early age is evident: with احصل على السعر
2024/3/1 Low-calcium (Class F) fly ash and ground granulated blast-furnace slag were used as precursors, the chemical compositions of which characterised using X-ray fluorescence spectrometry (XRF) are given in Table 1.The particle size distribution of fly ash and slag is presented in Fig. 1.As per the previous studies [39, 40], a mixture of 10 M sodium hydroxide احصل على السعر
Abstract Fly ash is a by-product of coal-fired power plants and a rich source of aluminosilicate. This paper reports the compaction and strength properties of fly ash activated with different concentrations of lime, cement, and alkali solution. The lime and cement content has been varied as 0, 2.5, 5, 7.5, and 10% of dry weightاحصل على السعر
2017/2/1 Ordinary Portland cement with an alkali content of 0.62 wt% was used as the reference material.We used two types of FA (labeled R1 and H), both of which are specified as class II under the Japanese Industrial Standard (JIS) A6201 [12]. Table 1 shows the bulk chemical composition as determined through X-ray fluorescence spectroscopy. Physical properties such احصل على السعر
2017/3/10 The highest compressive strength was achieved for a geopolymer mortar produced only by using blast furnace slag, without fly ash (44 MPa-at 28 days), almost double that of a geopolymer mortar ...احصل على السعر
2024/5/26 As a result of the optimization, it is aimed to obtain the value of activator content, fly ash content, and waste tuff content, giving maximum UCS. Within this scope, optimization tool in the Design Expert 12 statistical software was used. As a result of the statistical analysis sets, the optimum region giving the maximum UCS value was determined.احصل على السعر
2021/6/1 Alkali-silica reaction (ASR) mitigation mechanisms of fly ash in concrete are still being debated and remain an interesting research topic. This study provides new insights into the role of aluminum oxide (Al 2 O 3) in fly ash particles on ASR mitigation.A comprehensive test program was conducted and included expansion measurements, dissolution model احصل على السعر
cement when the fly ash content does not exceed 20 %. When the fly ash content exceeds 30 %, the strength of the cementitious materials decrease significantly. The results indicate that the addition of fly ash should be controlled in the range of 10 to 20 % when preparing AA–PS–FA–C. Influence of alkali contentاحصل على السعر
2024/8/1 The increase in alkali content may contribute to improving early strength, particularly notable in some low-alkali cementitious systems. For instance, Fu et al. [18] demonstrated that in cement systems containing slag as an active admixture, the addition of 1 % Na 2 SO 4 increased the compressive strength at the age of 1 day by 43 %. Hanpongpun et احصل على السعر
23 ignition does not exceed 4%. Table 1A of ASTM C618 applies to Class F fly ash. Use fly 24 ash that meets the optional physical requirements for uniformity shown in Table 2A of 25 ASTM C618. 26 Do not use Class C fly ash in Portland cement concrete if the alkali content of the cement 27 exceeds 0.4%. NCDOT 2012 Standard Specificationsاحصل على السعر
1999/12/1 Abstract. The effects of portland cement alkali content, and replacement of portland cement with Class F fly ash, slag, or silica fume on alkali-silica reactivity (ASR) were studied by measuring the expansion of mortar bars made with Pyrex glass and stored over water at 38°C. Expansions were negligible with portland cements having alkali contents of 0.40% احصل على السعر