6VoigtG V. Early Cracking of Concrete Pavement--Cau- ses and Repairs[DB / OL]. American Concrete Pavement Association, 2002. http: //www. airtech, tc. faa. gov/ naptf/att07/2002% 20TRACK% 20P. pdf/P--68, pdf.
7A Joint Project of the University of Washington, the Uni- versity of Maine, the Washington State Department of Transportation and Caltrans. EverFE V2.0 Userrs Man- ual.
8Bill Davids, Ph.D. , P. E. EverFE Theory Manual. Dept. of Civil and Environmental Engineering, February, 2003.
二级参考文献11
1Okamoto P A, Naussbaum P J, Smith K D, et al. FHWARD-91-079 Guidelines for timing contraction joint sawing and earliest loading for concrete pavements [ S ]. Washington DC : Federal Highway Administration, 1994.
2Voigt G V. Early cracking of concrete pavement - causes and repairs [ DB / OL ]. American Concrete Pavement Association, 2002. http://www. airtech. tc. faa. gov/naptf/att07/2002% 20TRACK% 20P. pdf/P-68.pdf.
4ASTM. C309-03 Standard specification for liquid membraneforming compounds for curing concretes [ S ]. Philadelphia PA: American Society of Testing Materials, 2007.
5AASHTO. M148-05-UL Liquid membrane-forming compounds for curing concrete [ S ]. Washington DC: AASHTO Designation, 2005.
6Banholzer B, Brameshuber W , Jung W. Analytical evaluation of pull-out tests--the inverse problem [ J ]. Cement and Concrete Composites, 2006, 28(6) : 564-571.
7Talesnick M L , Ringel M. Completing the hollow cylinder methodology for testing of transversely isotropic rocks: torsion testing [ J ]. International Journal of Rock Mechanics and Mining Sciences, 1999, 36(5) : 627-639.