1 |
Elias, V. and Christopher, B.R. (1997), "Mechanically Stabilized Earth Walls and Reinforced Soil Slopes, Design and Construction Guidelines", FHWA Demonstration Project 82, FHWA, Washington, DC, FHWA-SA-96-071
|
2 |
Leshchinsky, D. and Han, J. (2004), "Geosynthetic Reinforced Multitiered Walls", J. of Geotech. and Geoenvir. Engrg, ASCE, Vol.230, No.12, pp.1225-1235
|
3 |
Yoo, C. (2003), "Instrumentation of Geosynthetic Reinforced Segmental Retaining Wall in a Tiered Configuration", Internal Report, Sungkyunkwan University
|
4 |
Griffiths, D.V. and Lane, P.A. (1999), "Slope stability analysis by finite elements", Geotechnique 49, No.3, 387-403
DOI
ScienceOn
|
5 |
Yoo, C. and Song, A.R. (2006), "Effect of foundation yielding on performance of two-tier geosynthetic reinforced segmental retaining walls - A numerical investigation", Geosynthetics International, 20(30): 110-120
|
6 |
Collin, J. (1997), "Design Manual for Segmental Retaining Walls", 2nd Ed. 1997, National Concrete Masonry Association (NCMA), Virginia, USA
|
7 |
Leshchinsky, D. (1999), Putting Technology to Work: MSEW and ReSlope for Reinforced Soil-Structure Design. Geotechnical Fabrics Report, Vol.18, pp.34-39
|
8 |
Yoo, C., Jung, H.Y., and Song, A.R. (2005), "Numerical Investigation on Behavior of Geosynthetic Reinforced Modular Block Walls in a Tiered Arrangement", Journal of Korean Geotechnical Society, 21(10):1-12
|
9 |
Yoo, C. and Jung, H.S. (2004), "Measured behavior of a geosyntheticreinforced segmental retaining wall in a tiered configuration", Geotextiles and Geomembranes, Vol.22, No.5, pp. 359-376
DOI
ScienceOn
|
10 |
Yoo, C. and Kim, S.B. (2006), "A Comparative Study on Design of Geosynthetic Reinforced Modular Block Wall in Tiered Arrangement", Proceedings of 8th International Conference on Geosynthetics, Yokohama, Japan, in-print
|
11 |
Rocscience Inc. (2005), v6.0 Two dimensional finite element slope stability analysis
|
12 |
Lee, K.Z.Z. and Wu, J.T.H. (2004), "A synthesis of case histories on GRS bridge-supporting strucutres with flexible facing", Geotextile and Geomembranes, 22(4), 181-204
DOI
ScienceOn
|
13 |
Zienkiewicz, O.C. and Taylor, R.L. (1989), "The finite element method", Vol.1, 4th edition. London, New York, McGraw-Hill
|
14 |
Yoo, C. and Kim, J.S. (2002), Behavior of Soil-Reinforced Segmental Retaining Walls in Tiered Arrangement. Journal of Korean Geotechical Society, KSGE, Vol.18, No.3, pp.61-72
|