Fatigue resistance of asphalt binders: Assessment of the analysis methods in strain-controlled tests
• The DE and S C R variation rate have an excellent relation with N f,50 results. • Different C–D curves (VECD–DE method) are obtained for the TST and LAS tests. • A single C–D curve can be fitted to all TST data of a single binder. • The variation of DPSE is similar in TST and LAS tests. • It is re...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Micaelo, R. [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: |
10 |
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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.] |
|---|---|
| Übergeordnetes Werk: |
volume:98 ; year:2015 ; day:15 ; month:11 ; pages:703-712 ; extent:10 |
| Links: |
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| DOI / URN: |
10.1016/j.conbuildmat.2015.08.070 |
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| 520 | |a • The DE and S C R variation rate have an excellent relation with N f,50 results. • Different C–D curves (VECD–DE method) are obtained for the TST and LAS tests. • A single C–D curve can be fitted to all TST data of a single binder. • The variation of DPSE is similar in TST and LAS tests. • It is recommend further studies of defining test failure at the DPSE peak. | ||
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10.1016/j.conbuildmat.2015.08.070 doi GBVA2015014000026.pica (DE-627)ELV018606431 (ELSEVIER)S0950-0618(15)30308-1 DE-627 ger DE-627 rakwb eng 690 690 DE-600 333.7 610 VZ 43.12 bkl 43.13 bkl 44.13 bkl Micaelo, R. verfasserin aut Fatigue resistance of asphalt binders: Assessment of the analysis methods in strain-controlled tests 2015 10 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier • The DE and S C R variation rate have an excellent relation with N f,50 results. • Different C–D curves (VECD–DE method) are obtained for the TST and LAS tests. • A single C–D curve can be fitted to all TST data of a single binder. • The variation of DPSE is similar in TST and LAS tests. • It is recommend further studies of defining test failure at the DPSE peak. Dynamic shear rheometer Elsevier Viscoelastic damage mechanics Elsevier Fatigue Elsevier Asphalt binder Elsevier Pereira, A. oth Quaresma, L. oth Cidade, M.T. 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:98 year:2015 day:15 month:11 pages:703-712 extent:10 https://doi.org/10.1016/j.conbuildmat.2015.08.070 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 98 2015 15 1115 703-712 10 045F 690 |
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Fatigue resistance of asphalt binders: Assessment of the analysis methods in strain-controlled tests |
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• The DE and S C R variation rate have an excellent relation with N f,50 results. • Different C–D curves (VECD–DE method) are obtained for the TST and LAS tests. • A single C–D curve can be fitted to all TST data of a single binder. • The variation of DPSE is similar in TST and LAS tests. • It is recommend further studies of defining test failure at the DPSE peak. |
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• The DE and S C R variation rate have an excellent relation with N f,50 results. • Different C–D curves (VECD–DE method) are obtained for the TST and LAS tests. • A single C–D curve can be fitted to all TST data of a single binder. • The variation of DPSE is similar in TST and LAS tests. • It is recommend further studies of defining test failure at the DPSE peak. |
| abstract_unstemmed |
• The DE and S C R variation rate have an excellent relation with N f,50 results. • Different C–D curves (VECD–DE method) are obtained for the TST and LAS tests. • A single C–D curve can be fitted to all TST data of a single binder. • The variation of DPSE is similar in TST and LAS tests. • It is recommend further studies of defining test failure at the DPSE peak. |
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Fatigue resistance of asphalt binders: Assessment of the analysis methods in strain-controlled tests |
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https://doi.org/10.1016/j.conbuildmat.2015.08.070 |
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Pereira, A. Quaresma, L. Cidade, M.T. |
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10.1016/j.conbuildmat.2015.08.070 |
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2024-07-06T19:14:33.968Z |
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