Deflection-coverage relationship for flexible pavements

Joseph, Alfred H.; Hall, Jim W.

Please use this identifier to cite or link to this item: https://hdl.handle.net/11681/20686

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DC Field	Value	Language
dc.contributor.author	Joseph, Alfred H.	-
dc.contributor.author	Hall, Jim W.	-
dc.date.accessioned	2017-01-17T21:33:47Z	-
dc.date.available	2017-01-17T21:33:47Z	-
dc.date.issued	1971-06	-
dc.identifier.uri	http://hdl.handle.net/11681/20686	-
dc.description	Miscellaneous Paper	-
dc.description	Abstract: This study was conducted for the purpose of developing a relationship between elastic pavement deflection and pavement performance (number of traffic applications necessary to cause failure). Data for the study were taken from past studies of airfield and highway pavements. A summary of test conditions, failure criteria, and traffic type is given for each data source. A relationship was developed between elastic deflection and the number of coverages of traffic for combined airfield and highway data and for airfield data only. The relationship of wheel load and tire pressure is given, and a multiple-regression equation was determined to predict coverages as a function of wheel load, tire pressure, and deflection.	-
dc.publisher	U.S. Army Engineer Waterways Experiment Station.	-
dc.publisher	Engineer Research and Development Center (U.S.)	-
dc.relation	http://acwc.sdp.sirsi.net/client/en_US/search/asset/1048267	-
dc.rights	Approved for public release; distribution is unlimited.	-
dc.source	This Digital Resource was created from scans of the Print Resource	-
dc.subject	Deflection	-
dc.subject	Flexible pavements	-
dc.subject	Live loads	-
dc.subject	Traffic tests	-
dc.subject	Trafficability	-
dc.title	Deflection-coverage relationship for flexible pavements	-
dc.type	Report	en_US
Appears in Collections:	Miscellaneous Paper

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