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Research and Development of Red Mud and Slag Alkali Activation Light Filling Materials Preparation by Ultra-High Water Content and Analysis of Microstructure Formation Mechanism. Polymers (Basel) 2022; 14:polym14235176. [PMID: 36501574 PMCID: PMC9739920 DOI: 10.3390/polym14235176] [Citation(s) in RCA: 0] [Impact Index Per Article: 0] [Reference Citation Analysis] [Abstract] [Key Words] [Track Full Text] [Figures] [Journal Information] [Subscribe] [Scholar Register] [Received: 09/23/2022] [Revised: 11/11/2022] [Accepted: 11/27/2022] [Indexed: 11/30/2022] Open
Abstract
This paper presents the preparation of alkali-activated red mud (RM) light material by an ultra-high liquid-solid ratio (1.98) based on the super water absorption characteristic of RM particles. Compressive strength, dry density, and water absorption are analyzed over time. Besides, the characteristic distributions of porosity and pore size are measured by mercury injection tests, and the microstructure is further analyzed by scanning electron microscopy. The results show that the ultra-high liquid-solid ratio can be used to prepare light samples with superior mechanical properties, low water absorption, reasonable pore distribution, and fine microstructures compared with light samples prepared with a foaming agent. The reason is that the significant increase in the free water does not change the dense microstructure of samples and effectively limits the increase in the detrimental pores. This effectively alleviates the sudden decrease in compressive strength and limits the increase in water absorption.
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Li M, Huang G, Cui Y, Wang B, Chang B, Yin Q, Zhang S, Wang Q, Feng J, Ge M. Coagulation Mechanism and Compressive Strength Characteristics Analysis of High-Strength Alkali-Activated Slag Grouting Material. Polymers (Basel) 2022; 14:polym14193980. [PMID: 36235928 PMCID: PMC9573348 DOI: 10.3390/polym14193980] [Citation(s) in RCA: 1] [Impact Index Per Article: 0.5] [Reference Citation Analysis] [Abstract] [Track Full Text] [Download PDF] [Figures] [Journal Information] [Subscribe] [Scholar Register] [Received: 08/19/2022] [Revised: 09/16/2022] [Accepted: 09/18/2022] [Indexed: 11/30/2022] Open
Abstract
In deep coal mining, grouting reinforcement and water blockage are the most effective means for reinforcing the rock mass of extremely broken coal. However, traditional cement grouting materials are not suitable for use in complex strata because of their insufficient early mechanical strength and slow setting time. This study innovatively proposes using alkali-activated grouting material to compensate for the shortcomings of traditional grouting materials and strengthen the reinforcement of extremely unstable broken coal and rock mass. The alkali-activated grouting material was prepared using slag as raw material combined with sodium hydroxide and liquid sodium silicate activation. The compressive strength of specimens cured for 1 d, 3 d, and 28 d was regularly measured and the condensation behavior was analyzed. Using X-ray diffraction and scanning electron microscopy, formation behavior of mineral crystals and microstructure characteristics were further analyzed. The results showed that alkali-activated slag grouting material features prompt and high strength and offers the advantages of rapid setting and adjustable setting time. With an increase in sodium hydroxide content, the compressive strength first increased (maximum increase was 21.1%) and then decreased, while the setting time continued to shorten. With an increase in liquid sodium silicate level, the compressive strength increased significantly (and remained unchanged, maximum increase was 35.9%), while the setting time decreased significantly (and remained unchanged). X-ray diffraction analysis identified the formation of aluminosilicate minerals as the main reason for the excellent mechanical properties and accelerated coagulation rate.
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Affiliation(s)
- Mingjing Li
- School of Civil Engineering and Construction, Anhui University of Science and Technology, Huainan 232001, China
| | - Guodong Huang
- School of Civil Engineering and Construction, Anhui University of Science and Technology, Huainan 232001, China
- Engineering Research Center for Geological Environment and Underground Space of Jiangxi Province, Jiangxi Institute of Survey and Design, Nanchang 330015, China
- Institute of Environment-Friendly Materials and Occupational Health, Anhui University of Science and Technology, Wuhu 241003, China
- Hefei Comprehensive National Science Center, Institute of Energy, Hefei 230031, China
- Correspondence:
| | - Yi Cui
- School of Civil Engineering and Construction, Anhui University of Science and Technology, Huainan 232001, China
| | - Bo Wang
- School of Civil Engineering and Construction, Anhui University of Science and Technology, Huainan 232001, China
| | - Binbin Chang
- Wuhu Urban Construction Group Co., Ltd., Wuhu 241000, China
| | - Qiaoqiao Yin
- Hefei Binhu Investment Holding Group Co., Ltd., Hefei 230091, China
| | - Shuwei Zhang
- School of Civil Engineering and Construction, Anhui University of Science and Technology, Huainan 232001, China
| | - Qi Wang
- School of Civil Engineering and Construction, Anhui University of Science and Technology, Huainan 232001, China
| | - Jiacheng Feng
- School of Civil Engineering and Construction, Anhui University of Science and Technology, Huainan 232001, China
| | - Ming Ge
- School of Civil Engineering and Construction, Anhui University of Science and Technology, Huainan 232001, China
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Improvement of Mechanical Properties and Condensation Behavior for Alkali-Activated Materials by Sodium Silicate. CRYSTALS 2022. [DOI: 10.3390/cryst12081018] [Citation(s) in RCA: 0] [Impact Index Per Article: 0] [Reference Citation Analysis] [Abstract] [Track Full Text] [Subscribe] [Scholar Register] [Indexed: 02/01/2023]
Abstract
To further enhance the compressive strength of alkali-activated materials and reveal their condensation behavior, the reactivity of alkali-activated slag materials was enhanced through the addition of different kinds and proportions of sodium silicate. The mechanical properties of the specimens were observed regularly and the condensation behavior was further analyzed. The results showed that both solid and liquid sodium silicate could significantly improve the compressive strength. The maximum increase in compressive strength was 123.7%, while the initial and final setting times were significantly shortened to 9 min. When solid sodium silicate content increased from 5% to 15%, the compressive strength first increased to 34.6 MPa and then decreased to 28.6 MPa, indicating that 10% was the optimum solid sodium silicate content. The large amount of crystallized solid sodium silicate in the specimen led to the decrease in mechanical properties. When liquid sodium silicate content increased from 5% to 15%, the compressive strength first increased to 52.8 MPa and then tended to be stable, implying that 10% was the optimum content. This shows that its reinforcement effect has a maximum limit. The activation effect of liquid sodium silicate was better than that of solid.
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