Abstract
Semi-flexible material is a composite pavement surfacing that uses both asphalt concrete (AC) with a unique structure and Portland cement concrete (PCC) in the same layers. The AC introduced in this kind of pavement is initially designed with the air-void content in the range of 25–35%, while the grout of Portland cement is the mixture of Portland cement, silica fume, silica sand, water and a suitable amount of plasticity additive. The process of producing and pouring cement grout into AC layers is conducted when AC layers are totally cool down, which is estimated at least 24 h after finishing the last rolling. Semi-flexible material is believed to have a better rutting resistance compared to that of the conventional AC, this is resulted from the appearance of cement grout. Furthermore, joints are not required in this kind of pavement. As the results, the significant advantages of the material are the combinations of those of AC and PCC. In this paper, the authors intend to access the rutting and indirect tensile strength of this material. The applications of semi-flexible material in the pavements of airport, airfield, port, warehouse and other high traffic areas are feasible.
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References
Anderton, G.L.: Engineering Properties of Resin Modified Pavement (RMP) for Mechanistic Design. ERDC/GL TR-00-2. U.S. Army Corps of Engineers, Vicksburg (2000)
ASTM Standard. ASTM C131: Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine. The American Society of the International Association for Testing and Materials (2003)
ASTM Standard. ASTM D4791: Standard Test Method for Flat Particles, Elongated Particles, or Flat and Elongated Particles in Coarse Aggregate. The American Society of the International Association for Testing and Materials (2011)
ASTM Standard. ASTM C170: Standard Test Method for Compressive Strength of Dimension Stone. The American Society of the International Association for Testing and Materials (1999)
ASTM Standard. ASTM C127: Standard Test Method for Specific Gravity and Absorption of Coarse Aggregate. The American Society of the International Association for Testing and Materials (2001)
ASTM Standard. ASTM C128: Standard Test Method for Density, Relative Density (Specific Gravity), and Absorption. The American Society of the International Association for Testing and Materials (2009)
ASTM Standard. ASTM D854: Standard Test Methods for Specific Gravity of Soil Solids by Water Pycnometer 1. The American Society of the International Association for Testing and Materials (2014)
ASTM Standard. ASTM D36: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus). The American Society of the International Association for Testing and Materials (2000)
ASTM Standard. ASTM D5: Standard Test Method for Penetration of Bituminous Materials. The American Society of the International Association for Testing and Materials (2006)
ASTM Standard. ASTM D113: Standard Test Method for Ductility of Bituminous Materials. The American Society of the International Association for Testing and Materials (2007)
ASTM Standard. ASTM D70: Standard Test Method for Specific Gravity and Density of Semi-Solid Bituminous Materials. The American Society of the International Association for Testing and Materials (2003)
ASTM Standard. ASTM D6931: Standard Test Method for Indirect Tensile (IDT) Strength of Bituminous Mixtures. The American Society of the International Association for Testing and Materials (2012)
EN Standard. EN 12697: Bituminous mixture-test method for hot-mix asphalt- Part 18: Binder drainage. European Standard (2007)
EN Standard. EN 12697: Bituminous mixture-test method for hot-mix asphalt- Part 22: Wheel tracking. European Standard (2007)
Oliveira, J.R.M.: Grouted macadam: mechanical characterization for pavement design. Ph.D. thesis, University of Nottingham, Nottingham, UK (2006)
Setyawan, A.: Development of semi-flexible heavy-duty pavements. Ph.D. thesis, University of Leeds, Leeds (2003)
Van de Ven, M.F.C., Molenaar, A.A.A.: Mechanical characterization of combi-layer. J. Assoc. Asphalt Paving Technol. 73, 1–22 (2004)
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Tran, T.N., Nguyen, H.T.T., Nguyen, K.S., Nguyen, N.T.H. (2018). Semi-flexible Material: The Sustainable Alternative for the Use of Conventional Road Materials in Heavy-Duty Pavement. In: Tran-Nguyen, HH., Wong, H., Ragueneau, F., Ha-Minh, C. (eds) Proceedings of the 4th Congrès International de Géotechnique - Ouvrages -Structures. CIGOS 2017. Lecture Notes in Civil Engineering , vol 8. Springer, Singapore. https://doi.org/10.1007/978-981-10-6713-6_54
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