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Title : 大连理工大学(土木水力学院) 建筑材料研究所 所长 大连理工大学建筑能源技术研究中心 主任 辽宁省复合材料学会常务副理事长兼秘书长 政协辽宁省委员会委员 “建筑技术与应用”“混凝土”和“国外连建材科技“等杂志编委
Title of Paper:Study on the strength development, hydration process and carbonation process of NaOH-activated Pisha Sandstone
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Date of Publication:2014-09-15
Journal:CONSTRUCTION AND BUILDING MATERIALS
Included Journals:SCIE、EI、Scopus
Volume:66
Page Number:154-162
ISSN No.:0950-0618
Key Words:Pisha Sandstone; NaOH-activated; Steel slag; Hydration process; Carbonation process; Compressive strength
Abstract:Pisha Sandstone which caused severe soil erosion is a kind of arenite formed during the Tertiary period in northwest China. Pisha Sandstone when combined with suitable alkali activators and mineral additives can be converted into alkali-activated cement. The compressive strength of alkali-activated Pisha Sandstone at different slag replacement levels, different NaOH dosages and ages were examined. Scanning electron microscopy (SEM)/energy dispersive X-ray (EDS), Fourier transformed infrared spectroscopy (FTIR) and X-ray diffraction (XRD) were used to analyze the hydration process and carbonation process of alkali-activated Pisha Sandstone. TG/DTG was used to quantify the amounts of carbonates which formed from calcium silicate hydrate (C-S-H) at different steel slag additions and ages. The compressive strength of Pisha Sandstone with suitable activators (1% NaOH) and mineral additives (40% steel slag) can reach 46 MPa at 90 days. The results of SEM/EDS, FTIR, XRD and TG/DTG showed the products of NaOH-activated Pisha Sandstone are C-S-H gel and geopolymer gel. However it also showed serious carbonation of C-S-H gel. In particular, the results of TGA/DTG showed that the carbonation rate of tobermorite in C3 reached 37.8% at 28 days. But the carbonation rates of C-S-H gel decreased with the increasing of slag dosages and NaOH concentrations. (C) 2014 Elsevier Ltd. All rights reserved.
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