Mechanochemical Activation of Iron Ore Tailing-Based Ternary Supplementary Cementitious Materials

2022 ◽  
Author(s):  
Lei Valentine Zhang ◽  
Yannian Zhang ◽  
Bonan Liu ◽  
Xiaowei Gu ◽  
Moncef L. Nehdi
Keyword(s):  
Iron Ore ◽  
Mechanochemical Activation ◽  
Cementitious Materials ◽  
Supplementary Cementitious Materials ◽  
Iron Ore Tailing

Activation of hydration properties of iron ore tailings and their application as supplementary cementitious materials in cement

2020 ◽  
Vol 360 ◽  
pp. 863-871 ◽  
Author(s):  
Geng Yao ◽  
Qiang Wang ◽  
Zhiming Wang ◽  
Junxiang Wang ◽  
Xianjun Lyu
Keyword(s):  
Iron Ore ◽  
Cementitious Materials ◽  
Supplementary Cementitious Materials ◽  
Hydration Properties ◽  
Iron Ore Tailings

Cementitious activity of iron ore tailing and its utilization in cementitious materials, bricks and concrete

2021 ◽  
Vol 288 ◽  
pp. 123022
Author(s):  
Na Zhang ◽  
Binwen Tang ◽  
Xiaoming Liu
Keyword(s):  
Iron Ore ◽  
Cementitious Materials ◽  
Iron Ore Tailing ◽  
Cementitious Activity

Effect of ground granulated blast funrnace slag and fly ash on strength, permeability, and under-water abrasion of fine-grained concrete

2020 ◽  
Vol 71 (7) ◽  
pp. 775-788
Author(s):  
Quyet Truong Van ◽  
Sang Nguyen Thanh
Keyword(s):  
Fly Ash ◽  
Concrete Strength ◽  
Cementitious Materials ◽  
Supplementary Cementitious Materials ◽  
Chloride Permeability ◽  
Cement Replacement ◽  
Fine Grained ◽  
Granulated Blast Furnace Slag ◽  
Compressive Strength Test ◽  
Economic Ground

The utilisation of supplementary cementitious materials (SCMs) is widespread in the concrete industry because of the performance benefits and economic. Ground granulated blast furnace slag (GGBFS) and fly ash (FA) have been used as the SCMs in concrete for reducing the weight of cement and improving durability properties. In this study, GGBFS at different cement replacement ratios of 0%, 20%, 40% and 60% by weight were used in fine-grained concrete. The ternary binders containing GGBFS and FA at cement replacement ratio of 60% by weight have also evaluated. Flexural and compressive strength test, rapid chloride permeability test and under-water abrasion test were performed. Experimental results show that the increase in concrete strength with GGBFS contents from 20% to 40% but at a higher period of maturity (56 days and more). The chloride permeability the under-water abrasion reduced with the increasing cement replacement by GGBFS or a combination of GGBFS and FA

Experimental Study on Effective Utilization of Concrete with High Volume Supplementary Cementitious Materials in Asian Region

2017 ◽  
Vol 55 (5) ◽  
pp. 463-468
Author(s):  
N. Tsuchiya ◽  
T. Koyama ◽  
C. Kiyohara ◽  
T. Kage
Keyword(s):  
Experimental Study ◽  
High Volume ◽  
Cementitious Materials ◽  
Supplementary Cementitious Materials ◽  
Effective Utilization ◽  
Asian Region

Evaluation of strength of concrete on different initial exposure condition

2020 ◽  
Vol 13 ◽  
Author(s):  
Sri Ram Krishna Mishra ◽  
Pradeep Kumar Ghosh ◽  
Manoj Kulshreshtha
Keyword(s):  
Portland Cement ◽  
High Strength ◽  
Cementitious Materials ◽  
General Purpose ◽  
Supplementary Cementitious Materials ◽  
Exposure Condition ◽  
Portland Cement Concrete ◽  
Initial Exposure ◽  
Skilled Manpower ◽  
Standard Practices

Background: The previous studies have focused curing effect of mainly on high strength concrete, where strict supervision is maintained. This study is based upon general purpose concreting work for commercial and residential construction in absence of skilled manpower and supervision. Objective: The objective of this study is to establish a thumb rule to provide 7 days initial curing for maintaining quality for unsupervised concreting irrelevant to type of cement and grading. Methods: In this study concrete samples made with locally available commercial cements were cured for various initial exposure. Results: The results shows that concrete cured after a gap of 4 days from the time of de-moulding have given lowest strength as compared to concrete cured in standard practices i.e. where proper curing protocol had been followed. Conclusion: Initial curing is most important aspect of gaining desired strength. The findings after this study shows that curing affects the strength of concrete in variable grading. Initial curing has great importance for concrete with all types of Portland cement. Concrete with supplementary cementitious materials gives lowest strength initially but results higher strength after 28 days as compared to Portland cement.

Biomass ashes from agricultural wastes as supplementary cementitious materials or aggregate replacement in cement/geopolymer concrete: A comprehensive review

2021 ◽  
pp. 102332
Author(s):  
Blessen Skariah Thomas ◽  
Jian Yang ◽  
Kim Hung Mo ◽  
Jamal A. Abdalla ◽  
Rami A. Hawileh ◽  
...  
Keyword(s):  
Cementitious Materials ◽  
Agricultural Wastes ◽  
Supplementary Cementitious Materials ◽  
Geopolymer Concrete ◽  
Comprehensive Review ◽  
Biomass Ashes

scholarly journals Supplementary cementitious materials origin from agricultural wastes – A review

2015 ◽  
Vol 74 ◽  
pp. 176-187 ◽  
Author(s):  
Evi Aprianti ◽  
Payam Shafigh ◽  
Syamsul Bahri ◽  
Javad Nodeh Farahani
Keyword(s):  
Cementitious Materials ◽  
Agricultural Wastes ◽  
Supplementary Cementitious Materials

scholarly journals Special Issue: Supplementary Cementitious Materials in Concrete, Part I

Materials ◽  
2021 ◽  
Vol 14 (9) ◽  
pp. 2291
Author(s):  
Alessandro P. Fantilli ◽  
Daria Jóźwiak-Niedźwiedzka
Keyword(s):  
Environmental Impact ◽  
Portland Cement ◽  
Building Materials ◽  
Cementitious Materials ◽  
Supplementary Cementitious Materials ◽  
Special Issue ◽  
Cement Production ◽  
Concrete Part

The environmental impact of the Portland cement production and the large use of cement-based building materials is a growing problem [...]

scholarly journals Use of Treated Non-Ferrous Metallurgical Slags as Supplementary Cementitious Materials in Cementitious Mixtures

2021 ◽  
Vol 11 (9) ◽  
pp. 4028
Author(s):  
Asghar Gholizadeh Vayghan ◽  
Liesbeth Horckmans ◽  
Ruben Snellings ◽  
Arne Peys ◽  
Priscilla Teck ◽  
...  
Keyword(s):  
Mechanical Performance ◽  
Cementitious Materials ◽  
Supplementary Cementitious Materials ◽  
Partial Replacement ◽  
Strength Development ◽  
Supplementary Cementitious Material ◽  
Performance Requirements ◽  
Metallurgical Slags ◽  
Leaching Behaviour ◽  
Kinetics Of

This research investigated the possibility of using metallurgical slags from the copper and lead industries as partial replacement for cement. The studied slags were fayalitic, having a mainly ferro-silicate composition with minor contents of Al2O3 and CaO. The slags were treated at 1200–1300 °C (to reduce the heavy metal content) and then granulated in water to promote the formation of reactive phases. A full hydration study was carried out to assess the kinetics of reactions, the phases formed during hydration, the reactivity of the slags and their strength activity as supplementary cementitious material (SCM). The batch-leaching behaviour of cementitious mixtures incorporating treated slags was also investigated. The results showed that all three slags have satisfactory leaching behaviour and similar performance in terms of reactivity and contribution to the strength development. All slags were found to have mediocre reactivity and contribution to strength, especially at early ages. Nonetheless, they passed the minimum mechanical performance requirements and were found to qualify for use in cement.

Study on the feasibility of using iron ore tailing (iot) on technological properties of concrete roof tiles

2021 ◽  
Vol 279 ◽  
pp. 122484
Author(s):  
Tony Matheus Carvalho Eugênio ◽  
Jefferson Francisco Fagundes ◽  
Queilla Santos Viana ◽  
Alan Pereira Vilela ◽  
Rafael Farinassi Mendes
Keyword(s):  
Iron Ore ◽  
Technological Properties ◽  
Iron Ore Tailing
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