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[null,"1.","Record Nr.",null,"UNINA9910709655003321"]
[null,null,"Autore",null,"Ali Hesham A."]
[null,null,"Titolo",null,"Determination of frost penetration in LTPP test sections, final report / / Hesham A. Ali and Shiraz D. Tayabji"]
[null,null,"Pubbl/distr/stampa",null,"McLean, VA : , : U.S. Department of Transportation, Federal Highway Administration, Research, Development, and Technology, Turner-Fairbank Highway Research Center, , September 1999"]
[null,null,"Descrizione fisica",null,"1 online resource (138 unnumbered pages) : illustrations, map"]
[null,null,"Soggetti",null,"Pavements - Frost damage - Testing"]
[{"$nulls":4},"Pavements - Performance"]
[null,null,"Lingua di pubblicazione",null,"Inglese"]
[null,null,"Formato",null,"Materiale a stampa"]
[null,null,null,"Livello bibliografico","Monografia"]
[null,null,null,"Note generali","\"Performing organization: ERES Consultants, Inc.\"--Technical report documentation page."]
[{"$nulls":4},"\"Contracting Officer's Technical Representative (COTR): Cheryl Allen Richter\"--Technical report documentation page."]
[{"$nulls":4},"\"September 1999.\""]
[{"$nulls":4},"Includes tables."]
[{"$nulls":4},"\"Publication no. FHWA-RD-99-088.\""]
[null,null,null,"Nota di bibliografia","Includes bibliographical references (pages 53-54.)."]
[null,null,null,"Sommario/riassunto","The main goal of the study reported here was to determine frost penetration at the selected Seasonal Monitoring Program (SMP) sections. As part of the study, an interactive computer program, FROST, was developed to facilitate the interpretation of the electrical resistivity and temperature data. Analysis results include the freeze state at each electrical resistivity sensor and the frost penetration at each site. As part of the overall LTPP data analysis effort, it is expected that the information on the seasonal variation in the freeze state in the unbound base, subbase, and subgrade will be used to develop improved understanding of the seasonal variation in the load-carrying capacity of pavements and the subsequent effect on pavement performance."]