4.7 Article

Laboratory production of calcium sulfoaluminate cements with high industrial waste content

期刊

CEMENT & CONCRETE COMPOSITES
卷 106, 期 -, 页码 -

出版社

ELSEVIER SCI LTD
DOI: 10.1016/j.cemconcomp.2019.103475

关键词

Calcium sulfoaluminate clinker; Industrial waste; Red mud; Fly ash; Flue gas desulfurization gypsum

资金

  1. Scientific and Technological Research Council of Turkey (TUBITAK) [116M233]

向作者/读者索取更多资源

A drawback of conventional calcium sulfoaluminate (CSA) cement production is the use of the costly raw material bauxite as a source of alumina to form the main clinker phase ye'elimite. Replacement of bauxite with industrial wastes can benefit CSA cements economically and environmentally. This study demonstrates the use of high amounts of red mud, a sulfate-rich/high-lime fly ash, and desulfogypsum as raw materials in producing CSA clinkers and cements with better mechanical performances than an all-natural raw material CSA reference cement. Mineralogical compositions of the clinkers and hydrated cement pastes were investigated using x-ray diffraction, isothermal calorimetry, thermogravimetric analysis and scanning electron microscopy. Compressive strength development of mortars, made with citric acid, were studied up to 28 d. It was found that increasing fly ash increases the belitic nature, and increasing red mud increases the terrific nature of the clinkers. Mortars with 28-d strengths exceeding 40 MPa could be made with cements containing similar to 38% waste and only half the bauxite in the reference. Medium early and ultimate strength mortars could be made with a similar to 55% waste cement when bauxite was reduced to a quarter of the reference, with small additions of Ca(NO3)(2)center dot 4H(2)O or Li2CO3. Desulfogypsum, as a source of sulfates, was more beneficial to strength development than natural gypsum. Ye'elimite reactivity was enhanced in red-mud containing cements. Cements with both fly ash and red mud experienced lower carbonation than those made with only one of the two wastes.

作者

我是这篇论文的作者
点击您的名字以认领此论文并将其添加到您的个人资料中。

评论

主要评分

4.7
评分不足

次要评分

新颖性
-
重要性
-
科学严谨性
-
评价这篇论文

推荐

Article Materials Science, Ceramics

Inexpensive intumescent alkali-activated natural pozzolan pastes

S. T. Erdogan

JOURNAL OF THE EUROPEAN CERAMIC SOCIETY (2015)

Article Construction & Building Technology

Mutual activation of blast furnace slag and a high-calcium fly ash rich in free lime and sulfates

Murat Sahin, Mahdi Mahyar, Sinan T. Erdogan

CONSTRUCTION AND BUILDING MATERIALS (2016)

Article Construction & Building Technology

Simple Estimation of the Surface Area of Irregular 3D Particles

S. T. Erdogan

JOURNAL OF MATERIALS IN CIVIL ENGINEERING (2016)

Article Construction & Building Technology

Extension of the chemical index model for estimating Alkali-Silica reaction mitigation efficiency to slags and natural pozzolans

Mandi Mahyar, Sinan Turhan Erdogan, Mustafa Tokyay

CONSTRUCTION AND BUILDING MATERIALS (2018)

Article Construction & Building Technology

Production of lightweight aerated alkali-activated slag pastes using hydrogen peroxide

Murat Sahin, Sinan Turhan Erdogan, Ozgur Bayer

CONSTRUCTION AND BUILDING MATERIALS (2018)

Article Construction & Building Technology

Effect of particle size on early heat evolution of interground natural pozzolan blended cements

M. Kemal Ardoga, Sinan T. Erdogan, Mustafa Tokyay

CONSTRUCTION AND BUILDING MATERIALS (2019)

Article Construction & Building Technology

Activation of Blast Furnace Slag with Soda Production Waste

Aykut Bilginer, Ogulcan Canbek, Sinan Turhan Erdogan

JOURNAL OF MATERIALS IN CIVIL ENGINEERING (2020)

Article Construction & Building Technology

Influence of production parameters on calcium sulfoaluminate cements

Ogulcan Canbek, Sinan T. Erdogan

CONSTRUCTION AND BUILDING MATERIALS (2020)

Article Construction & Building Technology

Influence of ground perlite on the hydration and strength development of calcium aluminate cement mortars

Kemal Sengul, Sinan T. Erdogan

Summary: Calcium aluminate cement concretes are known for their rapid strength development and resistance to high temperatures, sulfates, and acids. However, they face challenges of high cost and strength loss due to conversion of hydration products. Natural pozzolans like ground perlite can be used to replace part of CAC, reducing strength loss and cost.

CONSTRUCTION AND BUILDING MATERIALS (2021)

Article Construction & Building Technology

Effect of mixture proportioning on the strength and mineralogy of magnesium phosphate cements

Baki Aykut Bilginer, Sinan T. Erdogan

Summary: The study found that factors like magnesium-to-phosphate ratio and water-to-binder ratio have significant effects on setting time and early strength of MKPC pastes, while the addition of borax, fly ash, and sand does not significantly alter the mineralogy of hydrated pastes.

CONSTRUCTION AND BUILDING MATERIALS (2021)

Article Construction & Building Technology

Development of magnesium/calcium oxalate cements

B. A. Bilginer, S. T. Erdogan

Summary: Magnesium oxalate cement is a promising alternative to portland cement that can be synthesized at room temperature. By replacing magnesium oxide with granulated blast furnace slag, the properties of oxalate cement can be improved. The combination of deadburned magnesia and slag achieves the highest strength, neutral pH, and excellent water resistance.

MATERIALES DE CONSTRUCCION (2023)

Article Construction & Building Technology

Development of silica fume-based geopolymer foams

Sahra Shakouri, Ozgur Bayer, Sinan T. Erdogan

CONSTRUCTION AND BUILDING MATERIALS (2020)

Article Construction & Building Technology

Influence of slag fineness on the strength and heat evolution of multiple-clinker blended cements

Sinan T. Erdogan, Tumay C. Kocak

CONSTRUCTION AND BUILDING MATERIALS (2017)

Article Construction & Building Technology

Particle-based characterization of Ottawa sand: Shape, size, mineralogy, and elastic moduli

S. T. Erdogan, A. M. Forster, P. E. Stutzman, E. J. Garboczi

CEMENT & CONCRETE COMPOSITES (2017)

Article Construction & Building Technology

Development of a durability indicator to forecast the efficiency of preventive measures against external sulphate attack

Diego J. De Souza, Leandro F. M. Sanchez, Juarez Hoppe Filho, Marcelo H. F. Medeiros

Summary: This paper evaluates the physical and chemical properties of mortar mixtures with different binders and exposed to different sulphate solutions. A theoretical approach to describe the susceptibility of cementitious mixtures against sulphate attack is proposed. The results show that the amount of portlandite and the potential of ettringite formation are well correlated with the expansion and damage caused by sulphate attack.

CEMENT & CONCRETE COMPOSITES (2024)

Article Construction & Building Technology

An approach to develop set-on-demand 3D printable limestone-calcined clay-based cementitious materials using calcium nitrate

Yu Chen, Hossein Rahmani, Erik Schlangen, Og uzhan Copurog

Summary: This study presents a method to accelerate the production of limestone-calcined clay-based cementitious materials using Ca(NO3)2 solution in 3D printing, and investigates the effects of adding Ca(NO3)2 solution on the material's properties. The results show that adding Ca(NO3)2 solution can improve buildability, accelerate initial setting, and increase compressive strength.

CEMENT & CONCRETE COMPOSITES (2024)

Article Construction & Building Technology

Understanding the formation and structure of bio-mineralization for self-healing of marine concrete: An experimental and thermodynamic approach

Jing Xu, Xianzhi Wang, Wu Yao, Qing Chen, Hehua Zhu, Surendra P. Shah

Summary: Concrete cracks in marine engineering are caused by the hostile seawater environment, leading to serious deterioration of infrastructures. Microbial induced carbonate precipitation (MICP) is an effective and environmentally friendly approach for self-healing of concrete cracks. However, the formation and structure of MICP products for crack healing in seawater are still unclear, which hinders the application of MICP in marine structures.

CEMENT & CONCRETE COMPOSITES (2024)

Article Construction & Building Technology

Self-healing and rebar corrosion performance of cracked engineered cementitious composites exposed to wet coral sand environment

Zhenbo Wang, Peng Sun, Yurun Fan, Yudong Han, Yudong Hu

Summary: This study investigates the potential use of engineered cementitious composites (ECCs) with strain-hardening and self-healing characteristics as a cover material in wet coral sand exposure. The results show that ECCs can effectively close cracks, reduce water permeability, and restore the load-carrying capacity of structures. Additionally, lower strain levels are associated with decreased rebar corrosion.

CEMENT & CONCRETE COMPOSITES (2024)

Article Construction & Building Technology

Long-term volume stability of ECC containing high-volume steel slag

Zhengxian Yang, Xiaoli Xiong, Kang Li, Bruno Briseghella, Giuseppe Carlo Marano, Shanghong Chen

Summary: This study investigates the long-term volume stability and strength development of engineered cementitious composites (ECC) containing high-volume steel slag (SS). It is found that the strength of ECC with SS starts to decline after 90 days, while the decline is more significant compared to the matrix. The expansion of SS reduces the fracture toughness of the matrix, leading to an increase in toughness and ductility of the ECC. The introduction of ground granulated blast furnace slag (GGBFS) and PVA fibers can reduce the volume expansion and strength loss caused by SS expansion.

CEMENT & CONCRETE COMPOSITES (2024)

Article Construction & Building Technology

Healing capacity of Ultra High Performance Concrete under sustained through crack tensile stresses and aggressive environments

Bin Xi, Zhewen Huang, Salam Al-Obaidi, Liberato Ferrara

Summary: This study investigates the self-healing capabilities of Ultra-High Performance Concrete (UHPC) under the combined influence of mechanical and environmental factors. The results reveal that UHPC with narrow cracks exhibits a higher degree of self-healing, especially when exposed to tap water. Furthermore, prolonged exposure mitigates the inhibitory effect of aggressive ions on self-healing.

CEMENT & CONCRETE COMPOSITES (2024)

Article Construction & Building Technology

Ti3C2Tx MXene modified polyethylene fibers for enhancing interface properties of strain-hardening cementitious composites

Zhichao Xu, Huayang Sun, Yanlin Huo, Minjie Jia, Zhitao Chen, Yingzi Yang

Summary: In this study, MXene was used to modify the surface of polyethylene fiber, improving the interfacial properties and tensile properties of strain hardening cementitious composites. The MXene-coated fiber showed increased tensile stress and strain, reduced crack width and spacing, and enhanced frictional bond strength between the fiber and matrix.

CEMENT & CONCRETE COMPOSITES (2024)

Article Construction & Building Technology

High-purity vaterite CaCO3 recovery through wet carbonation of magnesium slag and leaching residue utilization in cement

Bao Lu, Yeqiang Zhou, Lei Jiang, Zhensen Liu, Guihua Hou

Summary: This study investigated the leaching rate of Ca2+ from magnesium slag (MS) and developed a leaching-carbonation method to convert MS into high-purity vaterite and supplementary cementitious materials. The wet carbonation process with glycine as a crystal modifier successfully produced spherical vaterite with high purity and surface area. The leachate solid residue (LSR) obtained from the leaching process of MS showed a smaller size destruction and higher surface area compared to Portland cement, leading to accelerated hydration process and improved compressive strength and pore structure development. This work provides a novel treatment method for MS and enables its high value-added utilization.

CEMENT & CONCRETE COMPOSITES (2024)

Article Construction & Building Technology

Smart laying mortars for masonry structures: effects of lime/cement ratio and carbon nanomaterials content on self-sensing behavior

Gustavo Henrique Nalon, Jose Carlos Lopes Ribeiro, Leonardo Goncalves Pedroti, Roberto Marcio da Silva, Eduardo Nery Duarte de Araujo, Gustavo Emilio Soares de Lima

Summary: The mechanical behavior of mortar joints is crucial for masonry's structural performance. This study investigated the effects of different lime/cement ratios and carbon black nanoparticles content on the properties of mortars. The results showed that increasing lime content decreased mortar strength but increased self-sensing properties at the end of the percolation zone.

CEMENT & CONCRETE COMPOSITES (2024)

Article Construction & Building Technology

Effect of diethanolisopropanolamine and ethyldiisopropylamine on hydration and strength development of cement-fly ash-limestone ternary blend

Yifei Wang, Lei Lei, Caijun Shi

Summary: The effects of DEIPA and EDIPA at dosages of 0.02% and 0.05% on the hydration and strength development of cement-fly ash-limestone ternary blend were investigated. It was found that both dosages of DEIPA and EDIPA promote the chemical effect of limestone and the hydration of aluminates from cement and fly ash. The hydration of silicates was accelerated by 0.02% of DEIPA or EDIPA but delayed by 0.05% due to excessive aluminates hydration. DEIPA and EDIPA also refine the pore structure and increase compressive strength of the blend mortar.

CEMENT & CONCRETE COMPOSITES (2024)

Article Construction & Building Technology

Cracking time and prediction model of low-alloy steel reinforced seawater sea-sand concrete based on DIC technology

Du Pan, Ditao Niu, Zongjin Li

Summary: A thick-walled cylinder model was developed in this study to analyze the cracking behavior of seawater sea-sand concrete (SSC) cover. Damage variables were introduced to determine the extent of damage for each cracked ring, and a predictive model for the cracking time of SSC cover was established. The accuracy of the model was verified using the Digital Image Correlation (DIC) technique.

CEMENT & CONCRETE COMPOSITES (2024)

Article Construction & Building Technology

Improvement of cemented rockfill by premixing low-alkalinity activator and fly ash for recycling gangue and partially replacing cement

Jiangyu Wu, Hong S. Wong, Hao Zhang, Qian Yin, Hongwen Jing, Dan Ma

Summary: This study explores a method of strengthening cemented rockfill by using well-graded gangue and partially replacing Portland cement with fly ash and a premixed low-alkalinity activator. The research investigated the effects of activator dosage and curing time on the mechanical properties, composition, and microstructure of cemented rockfill. Results show improved performance with low cement content and the use of a low-cost activator. The addition of premixed activator to fly ash enhanced the formation of specific minerals and caused densification of the microstructure. The study reveals an effective and low-cost method for recycling mining wastes and reducing cement.

CEMENT & CONCRETE COMPOSITES (2024)

Article Construction & Building Technology

Influence of alkaline activator and precursor on the foam characterization and alkali-activated foamed concrete properties

Juntao Dang, Xiaosong Tang, Jianzhuang Xiao, Aihong Han

Summary: This study proposes a solution to improve the fresh stability and thermal insulation of alkali-activated foamed concrete by adding recycled brick powder. The study investigates the effects of activator modulus and Na2O concentration on the properties of alkali-activated foamed concrete with different bases. The presence of alkaline activator negatively affects the foamability and foam stability, but adjusting the activator concentration can achieve shorter initial setting time and higher fluidity loss. In addition, the increased activator concentration resulted in changes in the pore structure of the foamed concrete.

CEMENT & CONCRETE COMPOSITES (2024)

Article Construction & Building Technology

Effects of nitrite ion intercalated CaAl and MgAl layered double hydroxides on the properties of concrete mortar

Jiandong Zuo, Bo Wu, Biqin Dong, Feng Xing, Jun Ma, Guanqi Wei

Summary: Nitrite ion intercalated Ca-Al and Mg-Al layered double hydroxides (LDHs) were successfully synthesized using two modified methods. The Ca-Al LDH synthesized by hydrothermal method (H-C-LDH) exhibited the best properties. The intercalated LDHs improved the mechanical properties, chloride penetration resistance, and permeability resistance of cement mortars without affecting the fluidity. Additionally, the intercalated LDHs provided better corrosion resistance.

CEMENT & CONCRETE COMPOSITES (2024)

Review Construction & Building Technology

Internal curing and its application to alkali-activated materials: A literature review

Jingbin Yang, Zhenping Sun, Nele De Belie, Didier Snoeck

Summary: This review paper provides an overview of internal curing mechanism, common internal curing agents, and the most promising agent-superabsorbent polymers in alkali-activated materials (AAM) systems. The introduction of voids by internal curing agents typically has a negative impact on mechanical properties, but continuous water release during internal curing counteracts this effect by promoting hydration. While the effect of internal curing in reducing autogenous shrinkage of AAM systems has been well-established, the impact on drying shrinkage varies widely in different studies.

CEMENT & CONCRETE COMPOSITES (2024)