scholarly journals Using Calcined Marls as Non-Common Supplementary Cementitious Materials—A Critical Review

Minerals ◽  
2021 ◽  
Vol 11 (5) ◽  
pp. 517
Author(s):  
Abdelmoujib Bahhou ◽  
Yassine Taha ◽  
Yassine El Khessaimi ◽  
Rachid Hakkou ◽  
Arezki Tagnit-Hamou ◽  
...  
Keyword(s):  
Cementitious Materials ◽  
Cementitious Material ◽  
Supplementary Cementitious Materials ◽  
Chemical Parameters ◽  
Major Research ◽  
Supplementary Cementitious Material ◽  
Physical And Chemical Parameters ◽  
Influencing Parameters ◽  
Physical And Chemical

This review summarizes the major research and scientific findings on the relevance of using calcined marl as supplementary cementitious material in developing eco-friendly cement for the next generation. Incorporation of calcined marl into cement can result in changes in the properties of these binders, and thus compatibility with other additions could be potential challenging, particularly at higher replacement ratios. From the reviewed literature, a detailed investigation on the characterization of calcined marls, activation methods, influencing parameters, along with studies on the hydration and microstructure was discussed, the overall objective aimed at coming up with the optimal physical and chemical parameters to generate highly reactive marl.

EFFECT OF ACCELERATED CURING ON ABRASION OF HIGH VOLUME SUPPLEMENTARY CEMENTITIOUS MATERIAL SELF CONSOLIDATING CONCRETE

2015 ◽  
Vol 2 (1) ◽  
Author(s):  
Hayder H. Alghazali ◽  
John J. Myers
Keyword(s):  
Prestressed Concrete ◽  
Abrasion Resistance ◽  
High Volume ◽  
Cementitious Materials ◽  
Cementitious Material ◽  
Supplementary Cementitious Materials ◽  
Supplementary Cementitious Material ◽  
Self Consolidating Concrete ◽  
Accelerated Curing ◽  
Precast Prestressed Concrete

Sustainability of precast/prestressed concrete plant can be promoted by using supplementary cementitious material and that significantly reduces the embodied energy of precast/ prestressed concrete products. Usually, up to 25% of the cement can be replaced with supplementary cementitious materials (SCM). Increasing the level of replacement to exceed 25% is considered to be High-Volume SCM. Appropriate testing should be conducted to ensure desired performance of the concrete. This context reports the results of an experimental investigation of effect of accelerated curing on abrasion resistance of High Volume Supplementary Cementitious Material – Self Consolidating Concrete (HVSCM-SCC). Different mixes proportion with supplementary cementitious materials such as Fly Ash, Micro Silica, and lime (Up to 75% of cement replacement) were tested. Rheological properties of the HVSCM-SCC were measured. Mechanical properties at different ages 1, 3, 7, 28, 56, and 90 days were monitored. To investigate the abrasion resistance, 12 x 12 x 3.5 in specimens at age of 28, 56, and 90 days were conducted. The results of abrasion resistance of HVSCM-SCC were compared to the same mixes cured in the moist room. The result showed that the accelerated curing has a significant influence on abrasion resistance of concrete at early ages.

scholarly journals Geochemical Characterization of Spring Waters in the Crati River Basin, Calabria (Southern Italy)

Geofluids ◽  
2019 ◽  
Vol 2019 ◽  
pp. 1-16 ◽  
Author(s):  
Simona Gaglioti ◽  
Ernesto Infusino ◽  
Tommaso Caloiero ◽  
Giovanni Callegari ◽  
Ilaria Guagliardi
Keyword(s):  
Southern Italy ◽  
Hydrochemical Facies ◽  
Chemical Parameters ◽  
Geochemical Characterization ◽  
Geostatistical Methods ◽  
Geochemical Parameters ◽  
Physical And Chemical Parameters ◽  
Potential Risks ◽  
Physical And Chemical

The characterization of the spatial variation of geochemical parameters in spring waters, especially the ones used for drinking purpose, is essential to identify potential risks to humans. In this work, results of a qualitative analysis on 190 samples of spring waters collected in the largest catchment of the Calabria region (southern Italy) are shown. Several physical and chemical parameters were analysed and the Langelier-Ludwig diagram was built to evaluate the hydrochemical facies of the sampled waters. Additionally, the relationships between water temperature and altitude and electric conductivity (EC) and altitude were assessed. Geostatistical methods were used to map the physical and chemical parameters. Results showed a good quality status of the spring waters in the Crati basin, with a predominant Ca-Mg-type hydrochemical facies. Then, a connection between EC and temperature with elevation has been detected in some area of the basin. Finally, the spatial analysis allowed identifying the distribution of the concentration of the several parameters.

scholarly journals Copper Slag Blended Cement: An Environmental Sustainable Approach for Cement Industry in India

2016 ◽  
Vol 11 (1) ◽  
pp. 186-196
Author(s):  
Jagmeet Singh ◽  
Jaspal Singh ◽  
Manpreet Kaur
Keyword(s):  
Blended Cement ◽  
Copper Slag ◽  
Cementitious Materials ◽  
Strength Test ◽  
Cementitious Material ◽  
Cement Industry ◽  
Supplementary Cementitious Materials ◽  
Material Strength ◽  
Test Results ◽  
Supplementary Cementitious Material

Indian cement industry is facing environmental issue of emission of carbon dioxide (CO2), a greenhouse gas. Blended cements including supplementary cementitious materials are substitute of Portland cement to reduce CO2 emission. The present paper investigates theappropriateness of copper slag (CS) as supplementary cementitious material. Strength properties and hydration of mixes were determined at different replacement levels of CS with cement. Compressive, flexural and tensile strength of each mix was found out at different curing periods. The hydration of cement was investigated through X-ray diffraction (XRD). The strength test results showed that substitution of up to 20% of CS can significantly replace Portland cement.XRD test results were corresponding to strength test results. The present study encourages the utilization of CS as supplementary cementitious material to make economical and environmentally sustainable blended cement

Influence of chemical composition and inorganic admixtures on the electrical conductivity of hydrating cement pastes

1989 ◽  
Vol 4 (1) ◽  
pp. 215-223 ◽  
Author(s):  
M. Perez-Pena ◽  
D. M. Roy ◽  
F. D. Tamás
Keyword(s):  
Electrical Conductivity ◽  
Cementitious Materials ◽  
Heat Of Hydration ◽  
Chemical Compositions ◽  
Chemical Parameters ◽  
Cement Pastes ◽  
Rate Of Development ◽  
Wide Range ◽  
Physical And Chemical Parameters ◽  
Physical And Chemical

Electrical conductivity of cementitious materials with a wide range of chemical compositions has been studied during the first 24 h of hydration. Relationships between heat of hydration and electrical conductivity curves are discussed. Results are tentatively explained in terms of some physical and chemical parameters. Further evidence that the electrical conductivity of hydrating cement pastes is related to the hydration mechanisms operating in these systems was obtained. The order in which the cations of inorganic admixtures (chlorides and hydroxides) were found to increase the peak and rate of development of the electrical conductivity is the same order that they have been found to increase the heat liberated upon hydration of systems containing these admixtures.

scholarly journals Fruit sensory characterization of four Pescabivona, white-fleshed peach [Prunus persica (L.) Batsch], landraces and correlation with physical and chemical parameters

Fruits ◽  
2013 ◽  
Vol 68 (3) ◽  
pp. 195-207 ◽  
Author(s):  
Giuseppe Montevecchi ◽  
Giuseppe Vasile Simone ◽  
Maria Gabriella Mellano ◽  
Francesca Masino ◽  
Andrea Antonelli
Keyword(s):  
Prunus Persica ◽  
Chemical Parameters ◽  
Physical And Chemical Parameters ◽  
Physical And Chemical

scholarly journals A Review of the Use of Corncob Ash as a Supplementary Cementitious Material

2017 ◽  
Vol 2 (8) ◽  
pp. 1 ◽  
Author(s):  
Ash Ahmed ◽  
John Kamau
Keyword(s):  
Laboratory Experiments ◽  
Chemical Resistance ◽  
Cementitious Materials ◽  
Cementitious Material ◽  
Supplementary Cementitious Materials ◽  
Hardened Concrete ◽  
Corn Cob ◽  
Validity And Reliability ◽  
Supplementary Cementitious Material ◽  
Process Heating

It has been argued that cement is the most energy intensive and expensive material in concrete. It has also been suggested that energy efficiency could be achieved by using Supplementary Cementitious Materials (SCMs), which require less process heating and emit fewer levels of CO2. This paper reviewed studies from different authors on the possibility of using Corn Cob Ash (CCA) as a SCM. The review targeted studies that had applied the quantitative method, with validity and reliability based on empirical data from laboratory experiments. The review covered workability, density, compressive and tensile strengths, gain in strength over time, water absorption and chemical resistance of CCA-replaced concrete. From the findings, it can be concluded that CCA could be used as an effective SCM to replace cement in concrete, with the benefit of a reduction in CO2 emissions that are associated with the production of cement and a mitigation on environmental nuisance that is attributed to the throwing away of corncobs and CCA in landfill, while at the same time improving the properties of wet and hardened concrete.

scholarly journals Non-autoclaved aerated concrete made of modified binding composition containing supplementary cementitious materials

2014 ◽  
Vol 13 (2) ◽  
pp. 127-134 ◽  
Author(s):  
Oksana Poznyak ◽  
Andryy Melnyk
Keyword(s):  
Compressive Strength ◽  
Cementitious Materials ◽  
Cementitious Material ◽  
Supplementary Cementitious Materials ◽  
Polypropylene Fibers ◽  
Supplementary Cementitious Material ◽  
Autoclaved Aerated Concrete ◽  
Aerated Concrete ◽  
The Impact ◽  
Salt Waste

In this paper the impact of carbonate-containing and sulfate components, zeolite, polypropylene fibers on the properties of modified binding composition and non-autoclaved aerated concrete based on them is investigated. The aerated concrete based on the modified binding composition containing a supplementary cementitious material, that of carbonate-containing salt waste, reinforced with polypropylene fibers is characterized by the compressive strength of 2.7 MPa with the density of 650 kg/m3. The thickness of partitions between pores is 0.16 – 0.21 mm, and the number of pores with the size 0.2-1.0 mm is 76.4%.

The influence of gelatin and starter culture on the physical and chemical parameters of cheeses with different fat content

2018 ◽  
Vol 6 (10) ◽  
pp. 123-130
Author(s):  
Yaroslava Zhukova ◽  
◽  
Pylyp Petrov ◽  
Olena Boloba ◽  
Tetiana Ohrimenko ◽  
...  
Keyword(s):  
Starter Culture ◽  
Fat Content ◽  
Chemical Parameters ◽  
Physical And Chemical Parameters ◽  
Physical And Chemical
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