1 |
J.L. Briaud, R.W. James, and S.B. Hoffman, Settlement of Bridge Approaches, Transportation Research Board, 1997.
|
2 |
D.J White, S. Sritharan, M. Suleiman, M. Mekkawy, and S. Chetlur, Identification of the Best Practices for Design, Construction, and Repair of Bridge Approaches, Report No. CTRE Project 02-118, 2005.
|
3 |
Y. Khodair, and H. Nassif, Finite Element Analysis of Bridge Approach Slabs Considering Soil-Structure Interaction, Bridge Structures, Vol. 1, No. 3, pp.245-256, 2005. DOI: http://dx.doi.org/10.1080/15732480500257065
DOI
ScienceOn
|
4 |
C.S. Cai, X.M. Shi, G. Voyiadjis, and Z. Zhang, Structural Performance of Bridge Approach Slabs under Given Embankment Settlement, Journal of Bridge Engineering, Vol. 10, pp.482-489, 2005. DOI: http://dx.doi.org/10.1061/(ASCE)1084-0702(2005)10:4(482)
DOI
|
5 |
G. Thiagarajan, and V. Gopolaratnam, Bridge Approach Slabs for Missouri DOT: Looking at Alternative and Cost Efficient Approaches, MoDOT, 2010.
|
6 |
American Association of State Highway and Transportation Officials, Standard Specifications or Highway Bridges, Washington, D.C., 2002.
|
7 |
American Association of State Highway and Transportation Officials, AASHTO LRFD Bridge Design Specifications, Washington, D.C., 2012.
|
8 |
Korea Road and Transportation Association, Korean Highway Bridge Design Specifications, 2010.
|
9 |
Korea Expressway Corporation, Korean Roadway Design Guidelines, 2009.
|
10 |
MIDAS/CIVIL Analysis Reference, MIDAS Information Technology Co., Ltd. 2012.
|
11 |
J. Bowels, Foundation Analysis and Design, 5th edn., Mcgraw-Hill, pp.505, 1996.
|