References
- Anderson , D.A. , Bahia , H.U. and Dongre , R. 1992 . Rheological properties of mineral filler – asphalt mastics and its importance to pavement performance . ASTM STP , : 1147
- Brantly , S.L. and Mellot , N.P. 2000 . Surface area and porosity of primary silicate minerals . American Mineralogist , 85 : 1767 – 1783 .
- Hakim, H. and Safwat, S., 2003. Glimmer i bitumenbundna beläggningar, VTI Notat 8–2003, VTI Linköping (In Swedish)
- Höbeda, P., 1988. Inverkan av stenmaterialets finandel på egenskaperna hos asfaltmassa – en litteraturstudie, VTI Notat V73 (In Swedish)
- Höbeda , P. 2000 . “ Testing the durability of asphalt mixes for severe winter conditions ” . In Proceedings of Euroasphalt & Eurobitume Congress, Barcelona
- Huang , B. , Shu , X. and Chen , X. 2007 . Effects of mineral fillers on hot-mix asphalt laboratory-measured properties . International Journal of Pavement Engineering , 8 : 1 – 9 .
- Hyyppä , J.M.I. 1964 . The influence of the quality of mineral aggregates upon the optimum binder content of asphalt concrete pavements, as determined by Hveem's CKE method . The State Institute for Technical Research Publication 88 , Finland
- Loorents , K.J. , Johansson , E. and Arvidsson , H. 2007 . Free mica grains in crushed rock aggregates . Bulletin of Engineering Geology and the Environment , 66 : 441 – 447 .
- Miskovsky , K. 2004 . Enrichment of fine mica originating from rock aggregate production and its influence on the mechanical properties of bituminous mixtures . Journal of Materials Engineering and Performance , 13 ( 5 )
- Nesse , W.D. 2004 . Introduction to Optical Mineralogy , 348 Oxford : Oxford university press .
- Santamarina , J.C. , Klein , K.A. , Wang , Y.H. and Prencke , E. 2002 . Specific surface: determination and relevance . Canadian Geotechnical Journal , 39 : 233 – 241 .
- Sims , I. and Nixon , P. 2003 . RILEM recommended test method AAR-1: detection of potential alkali-reactivity of aggregates-petrographic method . Materials and structures/Materials and construction , 36 : 480 – 496 .