Scientific Papers
Vol. 10 No. 19 (2008): Journal 19
Safety analysis in the calculation of overlay thicknesses for flexible pavements
Abstract
The use pd the concept of security of security is analyzed in the overlay design of flexible pavements; the option more used in the Latin American countries is the concept of reliability, especially the one used in the method AASTHO, guides of 1986 and 1993. In the method, the level of reliability expressed in percent is used and the general standard deviation associated with the data of the project. In these guides recommendations are made on the use of this general standard deviation and when the designers don’t have full knowledge, it can lead to designs over or sub dimensioned. In this research, a procedure is proposed for the calculation of the general standard deviation of the project, which allows using more rational security factors.
References
- American Association of State and Transportation Officials. AASHTO Guide for Design of Pavement Structures, AASHTO, 1993. 444N. Capitol Street, N. W., Washington, D.C. 20001. Traducción del Instituto para el Desarrollo de los Pavimentos en el Perú. Lima. Parte 1. 102 páginas y Parte II. 63 páginas. 1997.
- Chadbourn B. A. Development of a Quick Reliability Method for Mechanistic-Empirical Asphalt Pavement Design. 17 páginas. 2001. Documento en PDF en http://mnroad.dot.state. mn.us/research/mnroad_project/restools/mnpave/files/mnpave_ reliability.pdf
- Huang, Y.H. Pavement Analysis and Design, Prentice Hall, New Jersey, USA. 84 páginas, 1993.
- WSDOT. WSDOT Pavement Guide, Volume 2, Pavement Notes for Design, Evaluation and Rehabilitation, section 7-1-5, Washington State Department of Transportation, USA. 1995.
Downloads
Download data is not yet available.