1FHWA.Latest Guidelines for Developing Performance-Related Specifications for PCC Pavements.FHWA-RD-00-31,2000.
2AASHTO,1996,Quality Assurance Guide Specifica-tion.Report of the AASHTO Highway Subcommittee on Construction.Washington,D.C.American Association of State Highway and Transportation Officials.Bester-field,D.,Quality Control,Sixth Edition,Prentice-Hall inc,1998.
3Cominsky et al.Quality Control and Acceptance of Super-pave-Designed Hot Mix Asphalt,NCHRP Report409,1998.
4Steffes,R.,Tymkowicz,S..Vibrator Trails in Slip-formed Pavements,Concrete Construction,1997,April.pp:361-368.
5CTRE.Technical Summary on Quality Assurance and Quality Control,National Concrete Pavement Technology Center,2007.
6Deng Julong.Positional Target in Grey Theory.The Jour-nal of Gery System,2000(1):1-8.
7Deng Julong.Contributing Degree in Grey Target Theo-ry.The Journal of GerySystem,2000(1).
8Chris Rodger.Jason Petch.Uncertainty and Risk Analy-sis.BusinessDynamics,1999.
9James R.Evans.David L.Olson.Introduction to Simula-tion and Risk Analysis(SecondEdition).Pearson Educa-tion Ins,2002.
10Louis Anthony.Methods Cox,Risk Analysis Founda-tions,Models,and Methods.Kluwer Academic Publish-ers.2002[1]Roberts M K.Brummer R K.Support Require-ments in Rock Burst Conditions[J].Journal of South Africa Institute of Mining and Metallurgy,2001.5.
