This paper presents the results of the preparation of an ecological cementing material from granulated blast-furnace slag (GBFS) and Class C fly ash (CCFA). The desulphurization gypsum, calcined at 600-800 degrees C for 0.5-1.5 h, works as the main ingredient of the activator in the cementing material. The optimized formulation of the cementing material was obtained with the aid of factorial design method: slag, 70%; CCFA, 18%; activator, 12%. The "partial super-fine grinding process" was adopted to improve the performance, i.e., 85% of the mixture is ground to Blaine fineness of 3500 cm(2)/g, 15% further ground to around 5000 cm(2)/g. The compressive strength of 28 days of the cement mortar is up to 49 MPa and flexural strength 8.4 MPa. The hydration products, investigated by SEM and X-ray diffraction, are mainly ettringite and C-S-H gel. (C) 2007 Elsevier B.V. All rights reserved.
机构:
Univ Sains Malaysia, Sch Housing Bldg & Planning, George Town 11800, MalaysiaUniv Sains Malaysia, Sch Housing Bldg & Planning, George Town 11800, Malaysia
Cheah, Chee Ban
Tan, Leng Ee
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Univ Sains Malaysia, Sch Housing Bldg & Planning, George Town 11800, MalaysiaUniv Sains Malaysia, Sch Housing Bldg & Planning, George Town 11800, Malaysia
Tan, Leng Ee
Ramli, Mahyuddin
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Univ Sains Malaysia, Sch Housing Bldg & Planning, George Town 11800, MalaysiaUniv Sains Malaysia, Sch Housing Bldg & Planning, George Town 11800, Malaysia
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College of Civil Engineering, Lanzhou University of Technology, Lanzhou,730050, China
Jiangsu Key Laboratory of Construction Materials, Southeast University, Nanjing,211189, China
Department of Civil Engineering, Technical University of Denmark, Lyngby,2800, DenmarkCollege of Civil Engineering, Lanzhou University of Technology, Lanzhou,730050, China
Wu, Meng
Sui, Shiyu
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Jiangsu Key Laboratory of Construction Materials, Southeast University, Nanjing,211189, ChinaCollege of Civil Engineering, Lanzhou University of Technology, Lanzhou,730050, China
Sui, Shiyu
Zhang, Yunsheng
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College of Civil Engineering, Lanzhou University of Technology, Lanzhou,730050, China
Jiangsu Key Laboratory of Construction Materials, Southeast University, Nanjing,211189, ChinaCollege of Civil Engineering, Lanzhou University of Technology, Lanzhou,730050, China
Zhang, Yunsheng
Jia, Yantao
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College of Mechanics and Materials, Hohai University, Nanjing,211100, ChinaCollege of Civil Engineering, Lanzhou University of Technology, Lanzhou,730050, China
Jia, Yantao
She, Wei
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Jiangsu Key Laboratory of Construction Materials, Southeast University, Nanjing,211189, ChinaCollege of Civil Engineering, Lanzhou University of Technology, Lanzhou,730050, China
She, Wei
Liu, Zhiyong
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Jiangsu Key Laboratory of Construction Materials, Southeast University, Nanjing,211189, ChinaCollege of Civil Engineering, Lanzhou University of Technology, Lanzhou,730050, China
Liu, Zhiyong
Yang, Yonggan
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School of Civil Engineering, Hefei University of Technology, Hefei,230009, ChinaCollege of Civil Engineering, Lanzhou University of Technology, Lanzhou,730050, China
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Henan Polytech Univ, Sch Mat Sci & Engn, Henan Key Lab Mat Deep Earth Engn, Jiaozuo 454003, Henan, Peoples R ChinaHenan Polytech Univ, Sch Mat Sci & Engn, Henan Key Lab Mat Deep Earth Engn, Jiaozuo 454003, Henan, Peoples R China
Wang, Yuli
Luo, Shuqiong
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Henan Polytech Univ, Sch Mat Sci & Engn, Henan Key Lab Mat Deep Earth Engn, Jiaozuo 454003, Henan, Peoples R ChinaHenan Polytech Univ, Sch Mat Sci & Engn, Henan Key Lab Mat Deep Earth Engn, Jiaozuo 454003, Henan, Peoples R China
Luo, Shuqiong
Yang, Lei
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Henan Polytech Univ, Sch Mat Sci & Engn, Henan Key Lab Mat Deep Earth Engn, Jiaozuo 454003, Henan, Peoples R ChinaHenan Polytech Univ, Sch Mat Sci & Engn, Henan Key Lab Mat Deep Earth Engn, Jiaozuo 454003, Henan, Peoples R China
Yang, Lei
Ding, Yahong
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Henan Polytech Univ, Sch Civil Engn, Jiaozuo 454003, Henan, Peoples R ChinaHenan Polytech Univ, Sch Mat Sci & Engn, Henan Key Lab Mat Deep Earth Engn, Jiaozuo 454003, Henan, Peoples R China