Use of detoxified MSWI fly ash for cement stabilized macadam mixture: mechanism, mechanical and environmental considerations
Abstract In order to realize the recovery and stabilization of detoxified municipal solid waste incineration fly ash (DIFA) in roadbases, the synergetic hydration behavior of cement DIFA composite system and the mechanism of DIFA on the development of compressive strength of cement-stabilized macada...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Li, Jingruo [verfasserIn] |
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| Format: |
E-Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
2023 |
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| Schlagwörter: |
Detoxified municipal solid waste incineration fly ash Cement stabilized macadam roadbase material |
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| Anmerkung: |
© Springer Nature Japan KK, part of Springer Nature 2023. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. |
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| Übergeordnetes Werk: |
Enthalten in: Journal of material cycles and waste management - Tokyo [u.a.] : Springer, 1999, 25(2023), 3 vom: 12. März, Seite 1581-1593 |
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| Übergeordnetes Werk: |
volume:25 ; year:2023 ; number:3 ; day:12 ; month:03 ; pages:1581-1593 |
| Links: |
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| DOI / URN: |
10.1007/s10163-023-01634-7 |
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| Katalog-ID: |
SPR050177338 |
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| 520 | |a Abstract In order to realize the recovery and stabilization of detoxified municipal solid waste incineration fly ash (DIFA) in roadbases, the synergetic hydration behavior of cement DIFA composite system and the mechanism of DIFA on the development of compressive strength of cement-stabilized macadam were investigated by means of macro-mechanical properties and microscopic characterizations of SEM, and the water stability, frost resistance and heavy metals’ leaching toxicity were also studied. Results showed that the compressive strength of cement-stabilized macadam increased first and then decreased with the increase of DIFA substitution percentage. The soluble chlorides introduced by DIFA were the key factors that affect the amount of hydration products and the development of macro-mechanical properties. The reasonable content of soluble chlorides not only accelerated the hydration of cement, but also produced a new product Friedel's salt, which made the structure more compact and optimized, and the macro-mechanical properties increased. However, when the substitution percentage of DIFA was high, the free chlorine appeared, forming a coating layer on the surface of cement particles, which hindered the further cement hydration and the development of macro-mechanical properties. The water stability of cement-stabilized macadam was improved by adding suitable DIFA, and the frost resistance was decreased, but it still met the technical requirements. The heavy metals in DIFA were firmly solidified in cement-stabilized macadam, and the leaching concentration was greatly reduced, thus realizing the stabilization and clean utilization of DIFA. | ||
| 650 | 4 | |a Detoxified municipal solid waste incineration fly ash |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a Cement stabilized macadam roadbase material |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a Synergistic hydration behavior of multiphase system |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a Strength formation mechanism |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a Leaching toxicity |7 (dpeaa)DE-He213 | |
| 700 | 1 | |a Liu, Ruiquan |4 aut | |
| 700 | 1 | |a Tang, Boming |4 aut | |
| 700 | 1 | |a Zhang, Dongchang |4 aut | |
| 700 | 1 | |a Feng, Junliang |4 aut | |
| 700 | 1 | |a Wang, Huoming |4 aut | |
| 700 | 1 | |a Zhao, Mengzhen |4 aut | |
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10.1007/s10163-023-01634-7 doi (DE-627)SPR050177338 (SPR)s10163-023-01634-7-e DE-627 ger DE-627 rakwb eng Li, Jingruo verfasserin aut Use of detoxified MSWI fly ash for cement stabilized macadam mixture: mechanism, mechanical and environmental considerations 2023 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Springer Nature Japan KK, part of Springer Nature 2023. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. Abstract In order to realize the recovery and stabilization of detoxified municipal solid waste incineration fly ash (DIFA) in roadbases, the synergetic hydration behavior of cement DIFA composite system and the mechanism of DIFA on the development of compressive strength of cement-stabilized macadam were investigated by means of macro-mechanical properties and microscopic characterizations of SEM, and the water stability, frost resistance and heavy metals’ leaching toxicity were also studied. Results showed that the compressive strength of cement-stabilized macadam increased first and then decreased with the increase of DIFA substitution percentage. The soluble chlorides introduced by DIFA were the key factors that affect the amount of hydration products and the development of macro-mechanical properties. The reasonable content of soluble chlorides not only accelerated the hydration of cement, but also produced a new product Friedel's salt, which made the structure more compact and optimized, and the macro-mechanical properties increased. However, when the substitution percentage of DIFA was high, the free chlorine appeared, forming a coating layer on the surface of cement particles, which hindered the further cement hydration and the development of macro-mechanical properties. The water stability of cement-stabilized macadam was improved by adding suitable DIFA, and the frost resistance was decreased, but it still met the technical requirements. The heavy metals in DIFA were firmly solidified in cement-stabilized macadam, and the leaching concentration was greatly reduced, thus realizing the stabilization and clean utilization of DIFA. Detoxified municipal solid waste incineration fly ash (dpeaa)DE-He213 Cement stabilized macadam roadbase material (dpeaa)DE-He213 Synergistic hydration behavior of multiphase system (dpeaa)DE-He213 Strength formation mechanism (dpeaa)DE-He213 Leaching toxicity (dpeaa)DE-He213 Liu, Ruiquan aut Tang, Boming aut Zhang, Dongchang aut Feng, Junliang aut Wang, Huoming aut Zhao, Mengzhen aut Enthalten in Journal of material cycles and waste management Tokyo [u.a.] : Springer, 1999 25(2023), 3 vom: 12. März, Seite 1581-1593 (DE-627)364472340 (DE-600)2110671-X 1611-8227 nnns volume:25 year:2023 number:3 day:12 month:03 pages:1581-1593 https://dx.doi.org/10.1007/s10163-023-01634-7 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 25 2023 3 12 03 1581-1593 |
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10.1007/s10163-023-01634-7 doi (DE-627)SPR050177338 (SPR)s10163-023-01634-7-e DE-627 ger DE-627 rakwb eng Li, Jingruo verfasserin aut Use of detoxified MSWI fly ash for cement stabilized macadam mixture: mechanism, mechanical and environmental considerations 2023 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Springer Nature Japan KK, part of Springer Nature 2023. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. Abstract In order to realize the recovery and stabilization of detoxified municipal solid waste incineration fly ash (DIFA) in roadbases, the synergetic hydration behavior of cement DIFA composite system and the mechanism of DIFA on the development of compressive strength of cement-stabilized macadam were investigated by means of macro-mechanical properties and microscopic characterizations of SEM, and the water stability, frost resistance and heavy metals’ leaching toxicity were also studied. Results showed that the compressive strength of cement-stabilized macadam increased first and then decreased with the increase of DIFA substitution percentage. The soluble chlorides introduced by DIFA were the key factors that affect the amount of hydration products and the development of macro-mechanical properties. The reasonable content of soluble chlorides not only accelerated the hydration of cement, but also produced a new product Friedel's salt, which made the structure more compact and optimized, and the macro-mechanical properties increased. However, when the substitution percentage of DIFA was high, the free chlorine appeared, forming a coating layer on the surface of cement particles, which hindered the further cement hydration and the development of macro-mechanical properties. The water stability of cement-stabilized macadam was improved by adding suitable DIFA, and the frost resistance was decreased, but it still met the technical requirements. The heavy metals in DIFA were firmly solidified in cement-stabilized macadam, and the leaching concentration was greatly reduced, thus realizing the stabilization and clean utilization of DIFA. Detoxified municipal solid waste incineration fly ash (dpeaa)DE-He213 Cement stabilized macadam roadbase material (dpeaa)DE-He213 Synergistic hydration behavior of multiphase system (dpeaa)DE-He213 Strength formation mechanism (dpeaa)DE-He213 Leaching toxicity (dpeaa)DE-He213 Liu, Ruiquan aut Tang, Boming aut Zhang, Dongchang aut Feng, Junliang aut Wang, Huoming aut Zhao, Mengzhen aut Enthalten in Journal of material cycles and waste management Tokyo [u.a.] : Springer, 1999 25(2023), 3 vom: 12. März, Seite 1581-1593 (DE-627)364472340 (DE-600)2110671-X 1611-8227 nnns volume:25 year:2023 number:3 day:12 month:03 pages:1581-1593 https://dx.doi.org/10.1007/s10163-023-01634-7 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 25 2023 3 12 03 1581-1593 |
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10.1007/s10163-023-01634-7 doi (DE-627)SPR050177338 (SPR)s10163-023-01634-7-e DE-627 ger DE-627 rakwb eng Li, Jingruo verfasserin aut Use of detoxified MSWI fly ash for cement stabilized macadam mixture: mechanism, mechanical and environmental considerations 2023 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Springer Nature Japan KK, part of Springer Nature 2023. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. Abstract In order to realize the recovery and stabilization of detoxified municipal solid waste incineration fly ash (DIFA) in roadbases, the synergetic hydration behavior of cement DIFA composite system and the mechanism of DIFA on the development of compressive strength of cement-stabilized macadam were investigated by means of macro-mechanical properties and microscopic characterizations of SEM, and the water stability, frost resistance and heavy metals’ leaching toxicity were also studied. Results showed that the compressive strength of cement-stabilized macadam increased first and then decreased with the increase of DIFA substitution percentage. The soluble chlorides introduced by DIFA were the key factors that affect the amount of hydration products and the development of macro-mechanical properties. The reasonable content of soluble chlorides not only accelerated the hydration of cement, but also produced a new product Friedel's salt, which made the structure more compact and optimized, and the macro-mechanical properties increased. However, when the substitution percentage of DIFA was high, the free chlorine appeared, forming a coating layer on the surface of cement particles, which hindered the further cement hydration and the development of macro-mechanical properties. The water stability of cement-stabilized macadam was improved by adding suitable DIFA, and the frost resistance was decreased, but it still met the technical requirements. The heavy metals in DIFA were firmly solidified in cement-stabilized macadam, and the leaching concentration was greatly reduced, thus realizing the stabilization and clean utilization of DIFA. Detoxified municipal solid waste incineration fly ash (dpeaa)DE-He213 Cement stabilized macadam roadbase material (dpeaa)DE-He213 Synergistic hydration behavior of multiphase system (dpeaa)DE-He213 Strength formation mechanism (dpeaa)DE-He213 Leaching toxicity (dpeaa)DE-He213 Liu, Ruiquan aut Tang, Boming aut Zhang, Dongchang aut Feng, Junliang aut Wang, Huoming aut Zhao, Mengzhen aut Enthalten in Journal of material cycles and waste management Tokyo [u.a.] : Springer, 1999 25(2023), 3 vom: 12. März, Seite 1581-1593 (DE-627)364472340 (DE-600)2110671-X 1611-8227 nnns volume:25 year:2023 number:3 day:12 month:03 pages:1581-1593 https://dx.doi.org/10.1007/s10163-023-01634-7 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 25 2023 3 12 03 1581-1593 |
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10.1007/s10163-023-01634-7 doi (DE-627)SPR050177338 (SPR)s10163-023-01634-7-e DE-627 ger DE-627 rakwb eng Li, Jingruo verfasserin aut Use of detoxified MSWI fly ash for cement stabilized macadam mixture: mechanism, mechanical and environmental considerations 2023 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Springer Nature Japan KK, part of Springer Nature 2023. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. Abstract In order to realize the recovery and stabilization of detoxified municipal solid waste incineration fly ash (DIFA) in roadbases, the synergetic hydration behavior of cement DIFA composite system and the mechanism of DIFA on the development of compressive strength of cement-stabilized macadam were investigated by means of macro-mechanical properties and microscopic characterizations of SEM, and the water stability, frost resistance and heavy metals’ leaching toxicity were also studied. Results showed that the compressive strength of cement-stabilized macadam increased first and then decreased with the increase of DIFA substitution percentage. The soluble chlorides introduced by DIFA were the key factors that affect the amount of hydration products and the development of macro-mechanical properties. The reasonable content of soluble chlorides not only accelerated the hydration of cement, but also produced a new product Friedel's salt, which made the structure more compact and optimized, and the macro-mechanical properties increased. However, when the substitution percentage of DIFA was high, the free chlorine appeared, forming a coating layer on the surface of cement particles, which hindered the further cement hydration and the development of macro-mechanical properties. The water stability of cement-stabilized macadam was improved by adding suitable DIFA, and the frost resistance was decreased, but it still met the technical requirements. The heavy metals in DIFA were firmly solidified in cement-stabilized macadam, and the leaching concentration was greatly reduced, thus realizing the stabilization and clean utilization of DIFA. Detoxified municipal solid waste incineration fly ash (dpeaa)DE-He213 Cement stabilized macadam roadbase material (dpeaa)DE-He213 Synergistic hydration behavior of multiphase system (dpeaa)DE-He213 Strength formation mechanism (dpeaa)DE-He213 Leaching toxicity (dpeaa)DE-He213 Liu, Ruiquan aut Tang, Boming aut Zhang, Dongchang aut Feng, Junliang aut Wang, Huoming aut Zhao, Mengzhen aut Enthalten in Journal of material cycles and waste management Tokyo [u.a.] : Springer, 1999 25(2023), 3 vom: 12. März, Seite 1581-1593 (DE-627)364472340 (DE-600)2110671-X 1611-8227 nnns volume:25 year:2023 number:3 day:12 month:03 pages:1581-1593 https://dx.doi.org/10.1007/s10163-023-01634-7 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 25 2023 3 12 03 1581-1593 |
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10.1007/s10163-023-01634-7 doi (DE-627)SPR050177338 (SPR)s10163-023-01634-7-e DE-627 ger DE-627 rakwb eng Li, Jingruo verfasserin aut Use of detoxified MSWI fly ash for cement stabilized macadam mixture: mechanism, mechanical and environmental considerations 2023 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Springer Nature Japan KK, part of Springer Nature 2023. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. Abstract In order to realize the recovery and stabilization of detoxified municipal solid waste incineration fly ash (DIFA) in roadbases, the synergetic hydration behavior of cement DIFA composite system and the mechanism of DIFA on the development of compressive strength of cement-stabilized macadam were investigated by means of macro-mechanical properties and microscopic characterizations of SEM, and the water stability, frost resistance and heavy metals’ leaching toxicity were also studied. Results showed that the compressive strength of cement-stabilized macadam increased first and then decreased with the increase of DIFA substitution percentage. The soluble chlorides introduced by DIFA were the key factors that affect the amount of hydration products and the development of macro-mechanical properties. The reasonable content of soluble chlorides not only accelerated the hydration of cement, but also produced a new product Friedel's salt, which made the structure more compact and optimized, and the macro-mechanical properties increased. However, when the substitution percentage of DIFA was high, the free chlorine appeared, forming a coating layer on the surface of cement particles, which hindered the further cement hydration and the development of macro-mechanical properties. The water stability of cement-stabilized macadam was improved by adding suitable DIFA, and the frost resistance was decreased, but it still met the technical requirements. The heavy metals in DIFA were firmly solidified in cement-stabilized macadam, and the leaching concentration was greatly reduced, thus realizing the stabilization and clean utilization of DIFA. Detoxified municipal solid waste incineration fly ash (dpeaa)DE-He213 Cement stabilized macadam roadbase material (dpeaa)DE-He213 Synergistic hydration behavior of multiphase system (dpeaa)DE-He213 Strength formation mechanism (dpeaa)DE-He213 Leaching toxicity (dpeaa)DE-He213 Liu, Ruiquan aut Tang, Boming aut Zhang, Dongchang aut Feng, Junliang aut Wang, Huoming aut Zhao, Mengzhen aut Enthalten in Journal of material cycles and waste management Tokyo [u.a.] : Springer, 1999 25(2023), 3 vom: 12. März, Seite 1581-1593 (DE-627)364472340 (DE-600)2110671-X 1611-8227 nnns volume:25 year:2023 number:3 day:12 month:03 pages:1581-1593 https://dx.doi.org/10.1007/s10163-023-01634-7 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 25 2023 3 12 03 1581-1593 |
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Detoxified municipal solid waste incineration fly ash Cement stabilized macadam roadbase material Synergistic hydration behavior of multiphase system Strength formation mechanism Leaching toxicity |
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Li, Jingruo @@aut@@ Liu, Ruiquan @@aut@@ Tang, Boming @@aut@@ Zhang, Dongchang @@aut@@ Feng, Junliang @@aut@@ Wang, Huoming @@aut@@ Zhao, Mengzhen @@aut@@ |
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<?xml version="1.0" encoding="UTF-8"?><collection xmlns="http://www.loc.gov/MARC21/slim"><record><leader>01000naa a22002652 4500</leader><controlfield tag="001">SPR050177338</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20230426095141.0</controlfield><controlfield tag="007">cr uuu---uuuuu</controlfield><controlfield tag="008">230426s2023 xx |||||o 00| ||eng c</controlfield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.1007/s10163-023-01634-7</subfield><subfield code="2">doi</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)SPR050177338</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(SPR)s10163-023-01634-7-e</subfield></datafield><datafield tag="040" ind1=" " ind2=" "><subfield code="a">DE-627</subfield><subfield code="b">ger</subfield><subfield code="c">DE-627</subfield><subfield code="e">rakwb</subfield></datafield><datafield tag="041" ind1=" " ind2=" "><subfield code="a">eng</subfield></datafield><datafield tag="100" ind1="1" ind2=" "><subfield code="a">Li, Jingruo</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Use of detoxified MSWI fly ash for cement stabilized macadam mixture: mechanism, mechanical and environmental considerations</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">2023</subfield></datafield><datafield tag="336" ind1=" " ind2=" "><subfield code="a">Text</subfield><subfield code="b">txt</subfield><subfield code="2">rdacontent</subfield></datafield><datafield tag="337" ind1=" " ind2=" "><subfield code="a">Computermedien</subfield><subfield code="b">c</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="a">Online-Ressource</subfield><subfield code="b">cr</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="500" ind1=" " ind2=" "><subfield code="a">© Springer Nature Japan KK, part of Springer Nature 2023. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law.</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">Abstract In order to realize the recovery and stabilization of detoxified municipal solid waste incineration fly ash (DIFA) in roadbases, the synergetic hydration behavior of cement DIFA composite system and the mechanism of DIFA on the development of compressive strength of cement-stabilized macadam were investigated by means of macro-mechanical properties and microscopic characterizations of SEM, and the water stability, frost resistance and heavy metals’ leaching toxicity were also studied. Results showed that the compressive strength of cement-stabilized macadam increased first and then decreased with the increase of DIFA substitution percentage. The soluble chlorides introduced by DIFA were the key factors that affect the amount of hydration products and the development of macro-mechanical properties. The reasonable content of soluble chlorides not only accelerated the hydration of cement, but also produced a new product Friedel's salt, which made the structure more compact and optimized, and the macro-mechanical properties increased. However, when the substitution percentage of DIFA was high, the free chlorine appeared, forming a coating layer on the surface of cement particles, which hindered the further cement hydration and the development of macro-mechanical properties. The water stability of cement-stabilized macadam was improved by adding suitable DIFA, and the frost resistance was decreased, but it still met the technical requirements. The heavy metals in DIFA were firmly solidified in cement-stabilized macadam, and the leaching concentration was greatly reduced, thus realizing the stabilization and clean utilization of DIFA.</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Detoxified municipal solid waste incineration fly ash</subfield><subfield code="7">(dpeaa)DE-He213</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Cement stabilized macadam roadbase material</subfield><subfield code="7">(dpeaa)DE-He213</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Synergistic hydration behavior of multiphase system</subfield><subfield code="7">(dpeaa)DE-He213</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Strength formation mechanism</subfield><subfield code="7">(dpeaa)DE-He213</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Leaching toxicity</subfield><subfield code="7">(dpeaa)DE-He213</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Liu, Ruiquan</subfield><subfield code="4">aut</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Tang, Boming</subfield><subfield code="4">aut</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Zhang, Dongchang</subfield><subfield code="4">aut</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Feng, Junliang</subfield><subfield code="4">aut</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Wang, Huoming</subfield><subfield code="4">aut</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Zhao, Mengzhen</subfield><subfield code="4">aut</subfield></datafield><datafield tag="773" ind1="0" ind2="8"><subfield code="i">Enthalten in</subfield><subfield code="t">Journal of material cycles and waste management</subfield><subfield code="d">Tokyo [u.a.] : Springer, 1999</subfield><subfield code="g">25(2023), 3 vom: 12. März, Seite 1581-1593</subfield><subfield code="w">(DE-627)364472340</subfield><subfield code="w">(DE-600)2110671-X</subfield><subfield code="x">1611-8227</subfield><subfield code="7">nnns</subfield></datafield><datafield tag="773" ind1="1" ind2="8"><subfield code="g">volume:25</subfield><subfield code="g">year:2023</subfield><subfield code="g">number:3</subfield><subfield code="g">day:12</subfield><subfield code="g">month:03</subfield><subfield code="g">pages:1581-1593</subfield></datafield><datafield tag="856" ind1="4" ind2="0"><subfield code="u">https://dx.doi.org/10.1007/s10163-023-01634-7</subfield><subfield code="z">lizenzpflichtig</subfield><subfield code="3">Volltext</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_USEFLAG_A</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SYSFLAG_A</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_SPRINGER</subfield></datafield><datafield 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Li, Jingruo |
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Li, Jingruo misc Detoxified municipal solid waste incineration fly ash misc Cement stabilized macadam roadbase material misc Synergistic hydration behavior of multiphase system misc Strength formation mechanism misc Leaching toxicity Use of detoxified MSWI fly ash for cement stabilized macadam mixture: mechanism, mechanical and environmental considerations |
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Use of detoxified MSWI fly ash for cement stabilized macadam mixture: mechanism, mechanical and environmental considerations Detoxified municipal solid waste incineration fly ash (dpeaa)DE-He213 Cement stabilized macadam roadbase material (dpeaa)DE-He213 Synergistic hydration behavior of multiphase system (dpeaa)DE-He213 Strength formation mechanism (dpeaa)DE-He213 Leaching toxicity (dpeaa)DE-He213 |
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misc Detoxified municipal solid waste incineration fly ash misc Cement stabilized macadam roadbase material misc Synergistic hydration behavior of multiphase system misc Strength formation mechanism misc Leaching toxicity |
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misc Detoxified municipal solid waste incineration fly ash misc Cement stabilized macadam roadbase material misc Synergistic hydration behavior of multiphase system misc Strength formation mechanism misc Leaching toxicity |
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misc Detoxified municipal solid waste incineration fly ash misc Cement stabilized macadam roadbase material misc Synergistic hydration behavior of multiphase system misc Strength formation mechanism misc Leaching toxicity |
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Use of detoxified MSWI fly ash for cement stabilized macadam mixture: mechanism, mechanical and environmental considerations |
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Use of detoxified MSWI fly ash for cement stabilized macadam mixture: mechanism, mechanical and environmental considerations |
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Li, Jingruo Liu, Ruiquan Tang, Boming Zhang, Dongchang Feng, Junliang Wang, Huoming Zhao, Mengzhen |
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use of detoxified mswi fly ash for cement stabilized macadam mixture: mechanism, mechanical and environmental considerations |
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Use of detoxified MSWI fly ash for cement stabilized macadam mixture: mechanism, mechanical and environmental considerations |
| abstract |
Abstract In order to realize the recovery and stabilization of detoxified municipal solid waste incineration fly ash (DIFA) in roadbases, the synergetic hydration behavior of cement DIFA composite system and the mechanism of DIFA on the development of compressive strength of cement-stabilized macadam were investigated by means of macro-mechanical properties and microscopic characterizations of SEM, and the water stability, frost resistance and heavy metals’ leaching toxicity were also studied. Results showed that the compressive strength of cement-stabilized macadam increased first and then decreased with the increase of DIFA substitution percentage. The soluble chlorides introduced by DIFA were the key factors that affect the amount of hydration products and the development of macro-mechanical properties. The reasonable content of soluble chlorides not only accelerated the hydration of cement, but also produced a new product Friedel's salt, which made the structure more compact and optimized, and the macro-mechanical properties increased. However, when the substitution percentage of DIFA was high, the free chlorine appeared, forming a coating layer on the surface of cement particles, which hindered the further cement hydration and the development of macro-mechanical properties. The water stability of cement-stabilized macadam was improved by adding suitable DIFA, and the frost resistance was decreased, but it still met the technical requirements. The heavy metals in DIFA were firmly solidified in cement-stabilized macadam, and the leaching concentration was greatly reduced, thus realizing the stabilization and clean utilization of DIFA. © Springer Nature Japan KK, part of Springer Nature 2023. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. |
| abstractGer |
Abstract In order to realize the recovery and stabilization of detoxified municipal solid waste incineration fly ash (DIFA) in roadbases, the synergetic hydration behavior of cement DIFA composite system and the mechanism of DIFA on the development of compressive strength of cement-stabilized macadam were investigated by means of macro-mechanical properties and microscopic characterizations of SEM, and the water stability, frost resistance and heavy metals’ leaching toxicity were also studied. Results showed that the compressive strength of cement-stabilized macadam increased first and then decreased with the increase of DIFA substitution percentage. The soluble chlorides introduced by DIFA were the key factors that affect the amount of hydration products and the development of macro-mechanical properties. The reasonable content of soluble chlorides not only accelerated the hydration of cement, but also produced a new product Friedel's salt, which made the structure more compact and optimized, and the macro-mechanical properties increased. However, when the substitution percentage of DIFA was high, the free chlorine appeared, forming a coating layer on the surface of cement particles, which hindered the further cement hydration and the development of macro-mechanical properties. The water stability of cement-stabilized macadam was improved by adding suitable DIFA, and the frost resistance was decreased, but it still met the technical requirements. The heavy metals in DIFA were firmly solidified in cement-stabilized macadam, and the leaching concentration was greatly reduced, thus realizing the stabilization and clean utilization of DIFA. © Springer Nature Japan KK, part of Springer Nature 2023. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. |
| abstract_unstemmed |
Abstract In order to realize the recovery and stabilization of detoxified municipal solid waste incineration fly ash (DIFA) in roadbases, the synergetic hydration behavior of cement DIFA composite system and the mechanism of DIFA on the development of compressive strength of cement-stabilized macadam were investigated by means of macro-mechanical properties and microscopic characterizations of SEM, and the water stability, frost resistance and heavy metals’ leaching toxicity were also studied. Results showed that the compressive strength of cement-stabilized macadam increased first and then decreased with the increase of DIFA substitution percentage. The soluble chlorides introduced by DIFA were the key factors that affect the amount of hydration products and the development of macro-mechanical properties. The reasonable content of soluble chlorides not only accelerated the hydration of cement, but also produced a new product Friedel's salt, which made the structure more compact and optimized, and the macro-mechanical properties increased. However, when the substitution percentage of DIFA was high, the free chlorine appeared, forming a coating layer on the surface of cement particles, which hindered the further cement hydration and the development of macro-mechanical properties. The water stability of cement-stabilized macadam was improved by adding suitable DIFA, and the frost resistance was decreased, but it still met the technical requirements. The heavy metals in DIFA were firmly solidified in cement-stabilized macadam, and the leaching concentration was greatly reduced, thus realizing the stabilization and clean utilization of DIFA. © Springer Nature Japan KK, part of Springer Nature 2023. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. |
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Use of detoxified MSWI fly ash for cement stabilized macadam mixture: mechanism, mechanical and environmental considerations |
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https://dx.doi.org/10.1007/s10163-023-01634-7 |
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Liu, Ruiquan Tang, Boming Zhang, Dongchang Feng, Junliang Wang, Huoming Zhao, Mengzhen |
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Liu, Ruiquan Tang, Boming Zhang, Dongchang Feng, Junliang Wang, Huoming Zhao, Mengzhen |
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| score |
7.4001894 |