Evaluation of Semi-rigid Base Performance Through Numerical Simulation and Data Mining of Pavement Deflection Basin

Author:

Cui Xuqiu,Dong Qiao,Ni Fujian,Liang Xiaolong

Publisher

Springer Singapore

Reference7 articles.

1. Ding, J.F.: Evaluation of the asphalt concrete pavement structural strength with semi-rigid base based on deflection basin. Dissertation of Southeast University (2009)

2. Talvik, O., Aavik, A.: Use of FWD deflection basin parameters (SCI, BDI, BCI) for pavement condition assessment. Baltic J. Road Bridge Eng. 4(4), 196–202 (2009)

3. Transport Research Cost 336 Falling Weight Deflectometer. European Commission (1996)

4. Bing, X.U.: Assessing pavement layer condition using FWD deflection data. Ph.D. dissertation of North Carolina State University (2000)

5. Kim, Y.R., Lee, Y.C., Ranjithan, S.R.: Flexible pavement condition evaluation using deflection basin parameters and dynamic finite element analysis implemented by artificial neural networks. In: Tayabji, S.D., Lukanen, E.O. (ed.) ASTM STP 1375 Non-destructive Testing of Pavements and Backcalculation of Moduli, vol. 3, pp. 514–530. American Society for Testing and Materials (ASTM International), West Conshohocken (2000). ISBN 0803128584

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