3BRENNEN M, TIA M, ALTSCHAEFL A, et al. Laboratory Investigation of the Use of Foamed Bitumen for Recycled Bituminous Pavements [ J ]. Transportation Research Record, 1983, 911:80 -87.
4BISSADA A F. Structural Response of Foamed-asphaltsand Mixtures in Hot Environments [ J ]. Transportation Research Record, 1987, 115 : 134 - 149.
5KIM Y, DAVID L, CECCOVILLI R. Laboratory Evaluation of Engineered CIR Emulsion and Foamed Asphalt Mixtures for Cold-In-Place Recycling of Asphalt Pavements [ C ]// The Annual Meeting of Transportation Research Board. Washington, D. C. , USA : [ s. n. ], 2004.
6HOUSTON M, LONG F. Correlations between Different ITS and UCS Test Protocols for Foamed Bitumen Treated Materials [ C ] //Proceedings of the 8th Conference on Asphalt Pavements for Southern Africa. South Africa:Document Transformation Technologies cc, 2004.
7JENKINS K J, LONG F M, EBELS L J. Foamed Bitumen Mixes = Shear Performance? [ J ]. International Journal of Pavement Engineering, 2007, 8 (2) : 85 - 98.
8ASPHALT ACADEMY. A Guideline for the Design and Construction of Bitumen Emulsion and Foamed Bitumen Stabilised Materials [ M]. 2nd ed. Pretoria, South Africa: Asphalt Academy, 2009.
9JENKINS K J. Mix Design Considerations for Cold and Half-warm Bituminous Mixes with Emphasis on Foamed Bitumen [ D ]. South Africa: University of Stellenbosch, 2000.
10Guidelines for Cold In-Place Recycling[M]. Asphalt Recycling and Reclaiming Association,Annapolis, MD, 1991.
