Influence of the geometrical and physical properties of filler in the filler–bitumen interaction
• Hydraulic and hydrated limes are composed of granulous-shaped particles. • Cement and natural filler particles are mostly angular with smooth to rough surfaces. • The Rigden voids of hydrated lime are much larger than those of the other fillers. • The RV, the PA and the ΔTR&B test results show...
Ausführliche Beschreibung
Autor*in: |
Antunes, V. [verfasserIn] |
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Format: |
E-Artikel |
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Sprache: |
Englisch |
Erschienen: |
2015 |
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Schlagwörter: |
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Umfang: |
8 |
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Übergeordnetes Werk: |
Enthalten in: Experimental sand burial and precipitation enhancement alter plant and soil carbon allocation in a semi-arid steppe in north China - Ye, Xuehua ELSEVIER, 2018, Amsterdam [u.a.] |
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Übergeordnetes Werk: |
volume:76 ; year:2015 ; day:1 ; month:02 ; pages:322-329 ; extent:8 |
Links: |
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DOI / URN: |
10.1016/j.conbuildmat.2014.12.008 |
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Katalog-ID: |
ELV01860868X |
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10.1016/j.conbuildmat.2014.12.008 doi GBVA2015014000026.pica (DE-627)ELV01860868X (ELSEVIER)S0950-0618(14)01300-2 DE-627 ger DE-627 rakwb eng 690 690 DE-600 333.7 610 VZ 43.12 bkl 43.13 bkl 44.13 bkl Antunes, V. verfasserin aut Influence of the geometrical and physical properties of filler in the filler–bitumen interaction 2015 8 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier • Hydraulic and hydrated limes are composed of granulous-shaped particles. • Cement and natural filler particles are mostly angular with smooth to rough surfaces. • The Rigden voids of hydrated lime are much larger than those of the other fillers. • The RV, the PA and the ΔTR&B test results show a strong inter-relation. • It is proposed the inclusion of the f/b max ratio in filler specifications. Physical testing Elsevier SEM imaging Elsevier Bituminous mastic Elsevier Hydrated lime Elsevier Filler–bitumen interaction Elsevier Filler Elsevier Portland cement Elsevier Freire, A.C. oth Quaresma, L. oth Micaelo, R. oth Enthalten in Elsevier Science Ye, Xuehua ELSEVIER Experimental sand burial and precipitation enhancement alter plant and soil carbon allocation in a semi-arid steppe in north China 2018 Amsterdam [u.a.] (DE-627)ELV001081918 volume:76 year:2015 day:1 month:02 pages:322-329 extent:8 https://doi.org/10.1016/j.conbuildmat.2014.12.008 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U SSG-OLC-PHA SSG-OPC-GGO 43.12 Umweltchemie VZ 43.13 Umwelttoxikologie VZ 44.13 Medizinische Ökologie VZ AR 76 2015 1 0201 322-329 8 045F 690 |
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10.1016/j.conbuildmat.2014.12.008 doi GBVA2015014000026.pica (DE-627)ELV01860868X (ELSEVIER)S0950-0618(14)01300-2 DE-627 ger DE-627 rakwb eng 690 690 DE-600 333.7 610 VZ 43.12 bkl 43.13 bkl 44.13 bkl Antunes, V. verfasserin aut Influence of the geometrical and physical properties of filler in the filler–bitumen interaction 2015 8 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier • Hydraulic and hydrated limes are composed of granulous-shaped particles. • Cement and natural filler particles are mostly angular with smooth to rough surfaces. • The Rigden voids of hydrated lime are much larger than those of the other fillers. • The RV, the PA and the ΔTR&B test results show a strong inter-relation. • It is proposed the inclusion of the f/b max ratio in filler specifications. Physical testing Elsevier SEM imaging Elsevier Bituminous mastic Elsevier Hydrated lime Elsevier Filler–bitumen interaction Elsevier Filler Elsevier Portland cement Elsevier Freire, A.C. oth Quaresma, L. oth Micaelo, R. oth Enthalten in Elsevier Science Ye, Xuehua ELSEVIER Experimental sand burial and precipitation enhancement alter plant and soil carbon allocation in a semi-arid steppe in north China 2018 Amsterdam [u.a.] (DE-627)ELV001081918 volume:76 year:2015 day:1 month:02 pages:322-329 extent:8 https://doi.org/10.1016/j.conbuildmat.2014.12.008 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U SSG-OLC-PHA SSG-OPC-GGO 43.12 Umweltchemie VZ 43.13 Umwelttoxikologie VZ 44.13 Medizinische Ökologie VZ AR 76 2015 1 0201 322-329 8 045F 690 |
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10.1016/j.conbuildmat.2014.12.008 doi GBVA2015014000026.pica (DE-627)ELV01860868X (ELSEVIER)S0950-0618(14)01300-2 DE-627 ger DE-627 rakwb eng 690 690 DE-600 333.7 610 VZ 43.12 bkl 43.13 bkl 44.13 bkl Antunes, V. verfasserin aut Influence of the geometrical and physical properties of filler in the filler–bitumen interaction 2015 8 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier • Hydraulic and hydrated limes are composed of granulous-shaped particles. • Cement and natural filler particles are mostly angular with smooth to rough surfaces. • The Rigden voids of hydrated lime are much larger than those of the other fillers. • The RV, the PA and the ΔTR&B test results show a strong inter-relation. • It is proposed the inclusion of the f/b max ratio in filler specifications. Physical testing Elsevier SEM imaging Elsevier Bituminous mastic Elsevier Hydrated lime Elsevier Filler–bitumen interaction Elsevier Filler Elsevier Portland cement Elsevier Freire, A.C. oth Quaresma, L. oth Micaelo, R. oth Enthalten in Elsevier Science Ye, Xuehua ELSEVIER Experimental sand burial and precipitation enhancement alter plant and soil carbon allocation in a semi-arid steppe in north China 2018 Amsterdam [u.a.] (DE-627)ELV001081918 volume:76 year:2015 day:1 month:02 pages:322-329 extent:8 https://doi.org/10.1016/j.conbuildmat.2014.12.008 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U SSG-OLC-PHA SSG-OPC-GGO 43.12 Umweltchemie VZ 43.13 Umwelttoxikologie VZ 44.13 Medizinische Ökologie VZ AR 76 2015 1 0201 322-329 8 045F 690 |
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10.1016/j.conbuildmat.2014.12.008 doi GBVA2015014000026.pica (DE-627)ELV01860868X (ELSEVIER)S0950-0618(14)01300-2 DE-627 ger DE-627 rakwb eng 690 690 DE-600 333.7 610 VZ 43.12 bkl 43.13 bkl 44.13 bkl Antunes, V. verfasserin aut Influence of the geometrical and physical properties of filler in the filler–bitumen interaction 2015 8 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier • Hydraulic and hydrated limes are composed of granulous-shaped particles. • Cement and natural filler particles are mostly angular with smooth to rough surfaces. • The Rigden voids of hydrated lime are much larger than those of the other fillers. • The RV, the PA and the ΔTR&B test results show a strong inter-relation. • It is proposed the inclusion of the f/b max ratio in filler specifications. Physical testing Elsevier SEM imaging Elsevier Bituminous mastic Elsevier Hydrated lime Elsevier Filler–bitumen interaction Elsevier Filler Elsevier Portland cement Elsevier Freire, A.C. oth Quaresma, L. oth Micaelo, R. oth Enthalten in Elsevier Science Ye, Xuehua ELSEVIER Experimental sand burial and precipitation enhancement alter plant and soil carbon allocation in a semi-arid steppe in north China 2018 Amsterdam [u.a.] (DE-627)ELV001081918 volume:76 year:2015 day:1 month:02 pages:322-329 extent:8 https://doi.org/10.1016/j.conbuildmat.2014.12.008 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U SSG-OLC-PHA SSG-OPC-GGO 43.12 Umweltchemie VZ 43.13 Umwelttoxikologie VZ 44.13 Medizinische Ökologie VZ AR 76 2015 1 0201 322-329 8 045F 690 |
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10.1016/j.conbuildmat.2014.12.008 doi GBVA2015014000026.pica (DE-627)ELV01860868X (ELSEVIER)S0950-0618(14)01300-2 DE-627 ger DE-627 rakwb eng 690 690 DE-600 333.7 610 VZ 43.12 bkl 43.13 bkl 44.13 bkl Antunes, V. verfasserin aut Influence of the geometrical and physical properties of filler in the filler–bitumen interaction 2015 8 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier • Hydraulic and hydrated limes are composed of granulous-shaped particles. • Cement and natural filler particles are mostly angular with smooth to rough surfaces. • The Rigden voids of hydrated lime are much larger than those of the other fillers. • The RV, the PA and the ΔTR&B test results show a strong inter-relation. • It is proposed the inclusion of the f/b max ratio in filler specifications. Physical testing Elsevier SEM imaging Elsevier Bituminous mastic Elsevier Hydrated lime Elsevier Filler–bitumen interaction Elsevier Filler Elsevier Portland cement Elsevier Freire, A.C. oth Quaresma, L. oth Micaelo, R. oth Enthalten in Elsevier Science Ye, Xuehua ELSEVIER Experimental sand burial and precipitation enhancement alter plant and soil carbon allocation in a semi-arid steppe in north China 2018 Amsterdam [u.a.] (DE-627)ELV001081918 volume:76 year:2015 day:1 month:02 pages:322-329 extent:8 https://doi.org/10.1016/j.conbuildmat.2014.12.008 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U SSG-OLC-PHA SSG-OPC-GGO 43.12 Umweltchemie VZ 43.13 Umwelttoxikologie VZ 44.13 Medizinische Ökologie VZ AR 76 2015 1 0201 322-329 8 045F 690 |
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• Hydraulic and hydrated limes are composed of granulous-shaped particles. • Cement and natural filler particles are mostly angular with smooth to rough surfaces. • The Rigden voids of hydrated lime are much larger than those of the other fillers. • The RV, the PA and the ΔTR&B test results show a strong inter-relation. • It is proposed the inclusion of the f/b max ratio in filler specifications. |
abstractGer |
• Hydraulic and hydrated limes are composed of granulous-shaped particles. • Cement and natural filler particles are mostly angular with smooth to rough surfaces. • The Rigden voids of hydrated lime are much larger than those of the other fillers. • The RV, the PA and the ΔTR&B test results show a strong inter-relation. • It is proposed the inclusion of the f/b max ratio in filler specifications. |
abstract_unstemmed |
• Hydraulic and hydrated limes are composed of granulous-shaped particles. • Cement and natural filler particles are mostly angular with smooth to rough surfaces. • The Rigden voids of hydrated lime are much larger than those of the other fillers. • The RV, the PA and the ΔTR&B test results show a strong inter-relation. • It is proposed the inclusion of the f/b max ratio in filler specifications. |
collection_details |
GBV_USEFLAG_U GBV_ELV SYSFLAG_U SSG-OLC-PHA SSG-OPC-GGO |
title_short |
Influence of the geometrical and physical properties of filler in the filler–bitumen interaction |
url |
https://doi.org/10.1016/j.conbuildmat.2014.12.008 |
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author2 |
Freire, A.C. Quaresma, L. Micaelo, R. |
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Freire, A.C. Quaresma, L. Micaelo, R. |
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doi_str |
10.1016/j.conbuildmat.2014.12.008 |
up_date |
2024-07-06T19:14:51.520Z |
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