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    Thermodynamic Evaluation of Pozzolanic Reactions between Activated Pozzolan Mix of Clay Waste/Fly Ash and Calcium Hydroxide

    Source: Journal of Materials in Civil Engineering:;2017:;Volume ( 029 ):;issue: 008
    Author:
    R. Vigil de la Villa
    ,
    I. S. De Soto
    ,
    R. García-Giménez
    ,
    M. Frías
    DOI: 10.1061/(ASCE)MT.1943-5533.0001940
    Publisher: American Society of Civil Engineers
    Abstract: The mixture of activated paper sludge and fly ash can successfully be used as pozzolans for the manufacture of a more ecological portland cement. The saturation indexes and the mineral stability fields of a pozzolanic reaction are studied at 1, 3, 7, 28, 90, and 360 days into the reaction. The system is formed of a pozzolanic mix (activated clay waste and fly ash) and a saturated solution of Ca(OH)2 at 40°C. The behavior of the reactions is predicted in this study by means of a thermodynamic model running on a computer program for speciation, batch-reaction, one-dimensional transport, and inverse geochemical calculations. The concentration of soluble species in the aqueous solution is determined by inductively coupled plasma mass spectrometry. The evolution of the hydrated phases formed in this study and the mineral stability fields are evaluated with the geochemical programs PHREEQC and SUPCRT92. The hydrated phases produced during the pozzolanic reactions were C─ S─ H gels, C4AH13 (calcium aluminate hydrate), C4AcH12 (calcium monosulfoaluminate), and layered double hydroxide (LDH)–type structures or hydrotalcite are anionic clays. The saturation index values indicate that the LDH-type structures (phyllosilicate/carbonate) are the most thermodynamically stable phase in the activated clay/fly ash–Ca(OH)2 system after 7 days of reaction. Mineral stability fields situate all the samples among the LDH-type structures (phyllosilicate/carbonate).
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      Thermodynamic Evaluation of Pozzolanic Reactions between Activated Pozzolan Mix of Clay Waste/Fly Ash and Calcium Hydroxide

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    contributor authorR. Vigil de la Villa
    contributor authorI. S. De Soto
    contributor authorR. García-Giménez
    contributor authorM. Frías
    date accessioned2017-12-16T09:02:13Z
    date available2017-12-16T09:02:13Z
    date issued2017
    identifier other%28ASCE%29MT.1943-5533.0001940.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4237712
    description abstractThe mixture of activated paper sludge and fly ash can successfully be used as pozzolans for the manufacture of a more ecological portland cement. The saturation indexes and the mineral stability fields of a pozzolanic reaction are studied at 1, 3, 7, 28, 90, and 360 days into the reaction. The system is formed of a pozzolanic mix (activated clay waste and fly ash) and a saturated solution of Ca(OH)2 at 40°C. The behavior of the reactions is predicted in this study by means of a thermodynamic model running on a computer program for speciation, batch-reaction, one-dimensional transport, and inverse geochemical calculations. The concentration of soluble species in the aqueous solution is determined by inductively coupled plasma mass spectrometry. The evolution of the hydrated phases formed in this study and the mineral stability fields are evaluated with the geochemical programs PHREEQC and SUPCRT92. The hydrated phases produced during the pozzolanic reactions were C─ S─ H gels, C4AH13 (calcium aluminate hydrate), C4AcH12 (calcium monosulfoaluminate), and layered double hydroxide (LDH)–type structures or hydrotalcite are anionic clays. The saturation index values indicate that the LDH-type structures (phyllosilicate/carbonate) are the most thermodynamically stable phase in the activated clay/fly ash–Ca(OH)2 system after 7 days of reaction. Mineral stability fields situate all the samples among the LDH-type structures (phyllosilicate/carbonate).
    publisherAmerican Society of Civil Engineers
    titleThermodynamic Evaluation of Pozzolanic Reactions between Activated Pozzolan Mix of Clay Waste/Fly Ash and Calcium Hydroxide
    typeJournal Paper
    journal volume29
    journal issue8
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0001940
    treeJournal of Materials in Civil Engineering:;2017:;Volume ( 029 ):;issue: 008
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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