Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Temperature Adjustment Factors for Falling Weight Deflectometer Deflections on Full Depth Asphalt Concrete Pavements
A convenient way to guage the structural compacity of a pavement is to compute the structural number (SN). To make the structural capacity of various pavement comparable to each other, the structural number, and therefore the Falling Weight Deflectometer (FWD) measured deflections that the SN is based on, must be corrected to a common temperature (68 deg Fahrenheit).
Temperature Adjustment Factors for Falling Weight Deflectometer Deflections on Full Depth Asphalt Concrete Pavements
A convenient way to guage the structural compacity of a pavement is to compute the structural number (SN). To make the structural capacity of various pavement comparable to each other, the structural number, and therefore the Falling Weight Deflectometer (FWD) measured deflections that the SN is based on, must be corrected to a common temperature (68 deg Fahrenheit).
Temperature Adjustment Factors for Falling Weight Deflectometer Deflections on Full Depth Asphalt Concrete Pavements
R. Netemeyer (Autor:in) / S. Munsell (Autor:in)
1997
152 pages
Report
Keine Angabe
Englisch
Temperature Correction of Multiload-Level Falling Weight Deflectometer Deflections
British Library Conference Proceedings | 2002
|Temperature Correction of Multiload-Level Falling Weight Deflectometer Deflections
British Library Online Contents | 2002
|Assessing concrete pavements with the falling weight deflectometer
Online Contents | 1994
Assessing concrete pavements with the falling weight deflectometer
British Library Online Contents | 1994