This study performed a sensitivity analysis to see the effects of different climates of New Mexico on pavement performance using the mechanistic empirical (ME) pavement design analysis. Results show that the predicted distresses vary significantly for different climate conditions. However, there were only 13 weather stations available in New Mexico for the ME design climate database. These limited number of stations might not cover the complete territorial diversities of this large state. Furthermore, the existing data were outdated, and limited in length by year. To this end, this study updated the existing 13 weather stations to 2015 using the National Climatic Data Center (NCDC) database. In addition, 11 new stations within the state, an...
M.S. University of Hawaii at Manoa 2014.Includes bibliographical references.The purpose of this proj...
© 2015 Taylor & Francis. The purposes of this study were to establish the difference between empir...
PDFTech ReportSIO No. 30000425 / LTRC Project No. 12-2PPavement designModel atmospherePavement perfo...
PDFTech ReportRC-16262013-0067Mechanistic-empirical pavement designRigid pavementsFlexible pavements...
© 2016 Taylor & Francis Group, London. Climate zones are regions with homogeneous climatic conditi...
© 2018, © 2018 Hong Kong Society for Transportation Studies Limited. This study aims to develop pave...
Climatic files are an important input in the recently released pavement design software Pavement ME ...
Over the several centuries, the global temperatures have been rising, and the rate of rising in temp...
Over the several centuries, the global temperatures have been rising, and the rate of rising in temp...
A method to assess the impacts of forecasted climate change on pavement deterioration is presented. ...
Five individual climate variables are required as climatic inputs in a pavement design using Pavemen...
Temperature is the most influential climatic variable for flexible pavement design using a mechanist...
© 2015 Informa UK Limited, trading as Taylor & Francis Group. Climate condition is an important fa...
2019Final; September 2016-January 2019PDFTech ReportFHWA-GA-19-1610PI#0014920Asphalt concrete paveme...
Climate Change Clearinghouse2021PDFTech ReportDurham, Stephan A.Cetin, BoraSchwartz, Charles W.Forma...
M.S. University of Hawaii at Manoa 2014.Includes bibliographical references.The purpose of this proj...
© 2015 Taylor & Francis. The purposes of this study were to establish the difference between empir...
PDFTech ReportSIO No. 30000425 / LTRC Project No. 12-2PPavement designModel atmospherePavement perfo...
PDFTech ReportRC-16262013-0067Mechanistic-empirical pavement designRigid pavementsFlexible pavements...
© 2016 Taylor & Francis Group, London. Climate zones are regions with homogeneous climatic conditi...
© 2018, © 2018 Hong Kong Society for Transportation Studies Limited. This study aims to develop pave...
Climatic files are an important input in the recently released pavement design software Pavement ME ...
Over the several centuries, the global temperatures have been rising, and the rate of rising in temp...
Over the several centuries, the global temperatures have been rising, and the rate of rising in temp...
A method to assess the impacts of forecasted climate change on pavement deterioration is presented. ...
Five individual climate variables are required as climatic inputs in a pavement design using Pavemen...
Temperature is the most influential climatic variable for flexible pavement design using a mechanist...
© 2015 Informa UK Limited, trading as Taylor & Francis Group. Climate condition is an important fa...
2019Final; September 2016-January 2019PDFTech ReportFHWA-GA-19-1610PI#0014920Asphalt concrete paveme...
Climate Change Clearinghouse2021PDFTech ReportDurham, Stephan A.Cetin, BoraSchwartz, Charles W.Forma...
M.S. University of Hawaii at Manoa 2014.Includes bibliographical references.The purpose of this proj...
© 2015 Taylor & Francis. The purposes of this study were to establish the difference between empir...
PDFTech ReportSIO No. 30000425 / LTRC Project No. 12-2PPavement designModel atmospherePavement perfo...