1 |
AASHTO (1993). AASHTO Guide for Design of Pavement Structures, America Association of State and Highway Transportation Officials. Washington., D.C.
|
2 |
FHWA (1990). Continuously Reinforced Concrete Pavement, Technical Advisory, T 5080.14, Federal Highway Administraion, D.C.
|
3 |
Finke, T.E., & Heberling, T.G. (1978). Determination of thermalexpansion characteristics of metals using strain gages. Experimental Mechanics, pp.155-158.
|
4 |
Kohler, E.R (2005) Experimental Mechanics of Crack Width in Full-Scale Sections of Continuously Reinforced Concrete Pavements, Doctoral Dissertation, Univerisyt of Illinois at Urbana-Champaign, IL
|
5 |
Kyowa Electronic Instruments (2005). What's a strain gage. KYOWA Electronic Instruments Co., LTD.
|
6 |
McCullough, B.F., Abou-Ay yash, A., Hudson, W.R., and Randall, J.P. (1975) Desvign of Continuously Reinforced Concrete Pavement for highways, Final Report, Research Project NCHRP 1-15, Prepared for Transportation Research Board, National Cooperative Highway Research Program, National Academy of Sciences.
|
7 |
Nam, J.H.,(2005) Early-age Behavior of CRCP and Its Implications for Long-Term Performance, Doctoral Dissertation, The University of Texas at Austin, Austin, Texas
|
8 |
Nam, J.H., Kim,D.H, Choi, S.C, and Won, M.C. (2007) Variation of Crack Width over time in Continuously Reinforced Concrete Pavement, Transportation Research Record, Vol.2037, 2007 Rigid and Flexible Pavement Design
|
9 |
NCHRP (2004). Guide for Mechanistic-Mepirical Design of New and Rehabilitated Pavement Structures, Final Report, 1-37A, AASHTO Guide for Design of Pavement Structures, Transportation Research Board, National Research Council.
|
10 |
Won, M.C., Choi, S.C, and Nam, J.H. (2008) Behavior and Performance of Continuously Reinforced Concrete Pavement, 9th International Conference on Concrete Pavements, International Society for Concrete Pavements
|