Bayesian Updating Approach for Flexible Pavements Considering Fatigue and Rutting Failures
In this paper, an efficient approach for Bayesian updating of design parameters of flexible pavements is developed. Using Bayesian theorem, the updated design parameters are the integration of the prior knowledge and the observed information on the pavement failure. Two primary failure modes of flex...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Luo, Zhe [verfasserIn] |
|---|
| Format: |
Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
2016 |
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| Rechteinformationen: |
Nutzungsrecht: © 2015 ASTM International All rights reserved. This material may not be reproduced or copied, in whole or part, in any printed, mechanical, electronic, film, or other distribution and storage media, without the written consent of the publisher. |
|---|
| Übergeordnetes Werk: |
Enthalten in: Journal of testing and evaluation - West Conshohocken, Pa. [u.a.] : Soc., 1973, 44(2016), 1, Seite 521-533 |
|---|---|
| Übergeordnetes Werk: |
volume:44 ; year:2016 ; number:1 ; pages:521-533 |
| Links: |
|---|
| DOI / URN: |
10.1520/JTE20140356 |
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OLC1973516381 |
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| 520 | |a In this paper, an efficient approach for Bayesian updating of design parameters of flexible pavements is developed. Using Bayesian theorem, the updated design parameters are the integration of the prior knowledge and the observed information on the pavement failure. Two primary failure modes of flexible pavements, fatigue and rutting, are simulated using mechanistic-empirical approaches. The mechanistic-empirical models and the Bayesian framework are implemented in spreadsheets for the ease of engineering applications. The developed spreadsheet-based approach is demonstrated to be effective in the probabilistic back-analysis using the observed fatigue and rutting failures. This developed Bayesian updating approach is based on optimization method and, thus, it requires much less sophisticated modeling and much less computational effort. The updated design parameters as well as the associated variability will significantly contribute to the decision-making process of pavement maintenance and rehabilitation. | ||
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10.1520/JTE20140356 doi PQ20160430 (DE-627)OLC1973516381 (DE-599)GBVOLC1973516381 (PRQ)a854-e7330163a05b7a87cedc3e6e3bb8f5a78ba35ec60452120ea51a04e80c5e3fbc0 (KEY)0007222220160000044000100521bayesianupdatingapproachforflexiblepavementsconsid DE-627 ger DE-627 rakwb eng 600 DNB 51.30 bkl Luo, Zhe verfasserin aut Bayesian Updating Approach for Flexible Pavements Considering Fatigue and Rutting Failures 2016 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier In this paper, an efficient approach for Bayesian updating of design parameters of flexible pavements is developed. Using Bayesian theorem, the updated design parameters are the integration of the prior knowledge and the observed information on the pavement failure. Two primary failure modes of flexible pavements, fatigue and rutting, are simulated using mechanistic-empirical approaches. The mechanistic-empirical models and the Bayesian framework are implemented in spreadsheets for the ease of engineering applications. The developed spreadsheet-based approach is demonstrated to be effective in the probabilistic back-analysis using the observed fatigue and rutting failures. This developed Bayesian updating approach is based on optimization method and, thus, it requires much less sophisticated modeling and much less computational effort. The updated design parameters as well as the associated variability will significantly contribute to the decision-making process of pavement maintenance and rehabilitation. Nutzungsrecht: © 2015 ASTM International All rights reserved. This material may not be reproduced or copied, in whole or part, in any printed, mechanical, electronic, film, or other distribution and storage media, without the written consent of the publisher. Xiao, Feipeng oth Hu, Shaowei oth Sharma, Radhey oth Enthalten in Journal of testing and evaluation West Conshohocken, Pa. [u.a.] : Soc., 1973 44(2016), 1, Seite 521-533 (DE-627)129391816 (DE-600)184915-3 (DE-576)014776952 0090-3973 nnns volume:44 year:2016 number:1 pages:521-533 http://dx.doi.org/10.1520/JTE20140356 Volltext http://www.astm.org/DIGITAL_LIBRARY/TESTEVAL/SOURCE_PAGES/JTE1601.htm http://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140356.htm GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-TEC GBV_ILN_60 GBV_ILN_70 GBV_ILN_4323 51.30 AVZ AR 44 2016 1 521-533 |
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10.1520/JTE20140356 doi PQ20160430 (DE-627)OLC1973516381 (DE-599)GBVOLC1973516381 (PRQ)a854-e7330163a05b7a87cedc3e6e3bb8f5a78ba35ec60452120ea51a04e80c5e3fbc0 (KEY)0007222220160000044000100521bayesianupdatingapproachforflexiblepavementsconsid DE-627 ger DE-627 rakwb eng 600 DNB 51.30 bkl Luo, Zhe verfasserin aut Bayesian Updating Approach for Flexible Pavements Considering Fatigue and Rutting Failures 2016 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier In this paper, an efficient approach for Bayesian updating of design parameters of flexible pavements is developed. Using Bayesian theorem, the updated design parameters are the integration of the prior knowledge and the observed information on the pavement failure. Two primary failure modes of flexible pavements, fatigue and rutting, are simulated using mechanistic-empirical approaches. The mechanistic-empirical models and the Bayesian framework are implemented in spreadsheets for the ease of engineering applications. The developed spreadsheet-based approach is demonstrated to be effective in the probabilistic back-analysis using the observed fatigue and rutting failures. This developed Bayesian updating approach is based on optimization method and, thus, it requires much less sophisticated modeling and much less computational effort. The updated design parameters as well as the associated variability will significantly contribute to the decision-making process of pavement maintenance and rehabilitation. Nutzungsrecht: © 2015 ASTM International All rights reserved. This material may not be reproduced or copied, in whole or part, in any printed, mechanical, electronic, film, or other distribution and storage media, without the written consent of the publisher. Xiao, Feipeng oth Hu, Shaowei oth Sharma, Radhey oth Enthalten in Journal of testing and evaluation West Conshohocken, Pa. [u.a.] : Soc., 1973 44(2016), 1, Seite 521-533 (DE-627)129391816 (DE-600)184915-3 (DE-576)014776952 0090-3973 nnns volume:44 year:2016 number:1 pages:521-533 http://dx.doi.org/10.1520/JTE20140356 Volltext http://www.astm.org/DIGITAL_LIBRARY/TESTEVAL/SOURCE_PAGES/JTE1601.htm http://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140356.htm GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-TEC GBV_ILN_60 GBV_ILN_70 GBV_ILN_4323 51.30 AVZ AR 44 2016 1 521-533 |
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Bayesian Updating Approach for Flexible Pavements Considering Fatigue and Rutting Failures |
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Luo, Zhe |
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Journal of testing and evaluation |
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Luo, Zhe |
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10.1520/JTE20140356 |
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600 |
| title_sort |
bayesian updating approach for flexible pavements considering fatigue and rutting failures |
| title_auth |
Bayesian Updating Approach for Flexible Pavements Considering Fatigue and Rutting Failures |
| abstract |
In this paper, an efficient approach for Bayesian updating of design parameters of flexible pavements is developed. Using Bayesian theorem, the updated design parameters are the integration of the prior knowledge and the observed information on the pavement failure. Two primary failure modes of flexible pavements, fatigue and rutting, are simulated using mechanistic-empirical approaches. The mechanistic-empirical models and the Bayesian framework are implemented in spreadsheets for the ease of engineering applications. The developed spreadsheet-based approach is demonstrated to be effective in the probabilistic back-analysis using the observed fatigue and rutting failures. This developed Bayesian updating approach is based on optimization method and, thus, it requires much less sophisticated modeling and much less computational effort. The updated design parameters as well as the associated variability will significantly contribute to the decision-making process of pavement maintenance and rehabilitation. |
| abstractGer |
In this paper, an efficient approach for Bayesian updating of design parameters of flexible pavements is developed. Using Bayesian theorem, the updated design parameters are the integration of the prior knowledge and the observed information on the pavement failure. Two primary failure modes of flexible pavements, fatigue and rutting, are simulated using mechanistic-empirical approaches. The mechanistic-empirical models and the Bayesian framework are implemented in spreadsheets for the ease of engineering applications. The developed spreadsheet-based approach is demonstrated to be effective in the probabilistic back-analysis using the observed fatigue and rutting failures. This developed Bayesian updating approach is based on optimization method and, thus, it requires much less sophisticated modeling and much less computational effort. The updated design parameters as well as the associated variability will significantly contribute to the decision-making process of pavement maintenance and rehabilitation. |
| abstract_unstemmed |
In this paper, an efficient approach for Bayesian updating of design parameters of flexible pavements is developed. Using Bayesian theorem, the updated design parameters are the integration of the prior knowledge and the observed information on the pavement failure. Two primary failure modes of flexible pavements, fatigue and rutting, are simulated using mechanistic-empirical approaches. The mechanistic-empirical models and the Bayesian framework are implemented in spreadsheets for the ease of engineering applications. The developed spreadsheet-based approach is demonstrated to be effective in the probabilistic back-analysis using the observed fatigue and rutting failures. This developed Bayesian updating approach is based on optimization method and, thus, it requires much less sophisticated modeling and much less computational effort. The updated design parameters as well as the associated variability will significantly contribute to the decision-making process of pavement maintenance and rehabilitation. |
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| title_short |
Bayesian Updating Approach for Flexible Pavements Considering Fatigue and Rutting Failures |
| url |
http://dx.doi.org/10.1520/JTE20140356 http://www.astm.org/DIGITAL_LIBRARY/TESTEVAL/SOURCE_PAGES/JTE1601.htm http://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20140356.htm |
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Xiao, Feipeng Hu, Shaowei Sharma, Radhey |
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2024-07-04T02:36:48.464Z |
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