1 |
Alonso, E., Gens A., and Lloret, A. (1995), "Effect of rain infiltration on the stability of slopes", Proceeding of the International Conference on Unsaturated Soils, Paris, pp.241-249.
|
2 |
Bazaraa, M. S., Sherali, H.d., and Shetty, C.M. (1993), Nonlinear Programming, 2nd ed., John Wiley and Sons.
|
3 |
Bishop, A. W. (1955), "The Use of Slip Circle in the Stability Analysis of Earth Slopes", Geotechnique, Vol.5, No.1, pp.7-17.
DOI
|
4 |
Borja, R.I. (2004), "Cam-Clay Plasticity. Part V: A mathematical framework for three-phase deformation and strain localization analyses of partially saturated porous media", Computer Methods in Applied Mechanics and Engineering, Vol.193, pp.5301-5338.
DOI
ScienceOn
|
5 |
Cho, S. E. and Lee, S. R. (2001), "Instability of unsaturated soil slopes due to infiltration", Computers and Geotechnics, Vol.28, No.3, pp.185-208.
DOI
ScienceOn
|
6 |
Coussy, O. (2004), Poromechanics, John Wiley and Sons, New York, pp.45-51, 157-168.
|
7 |
Duncan, J.M. and Wright, S.G. (1980), "The accuracy of equilibrium methods of slope stability analysis", Engineering Geology, Vol.16, Issues1-2, pp.5-17.
DOI
ScienceOn
|
8 |
Duncan, J.M. (1996), "State of the art: Limit Equilibrium and Finite-Element Analysis of Slopes", Journal of Geotechnical Engineering, Vol.122, No.7, pp.577-596.
DOI
ScienceOn
|
9 |
GeoStudio (2012), version 8.0.10, manual for SEEP/W and SLOPE/W modeling, GEO-SLOPE International, Ltd., Calgary, Alberta, Canada.
|
10 |
Greco, V.R. (1996), "Efficient Monte Carlo technicque for locating critical slip surface", ASCE, Journal of Geotechnical Engineering, Vol.122, pp.517-525.
DOI
ScienceOn
|
11 |
Kim, J. (2010), "Plasticity modeling and coupled finite element analysis for partially-saturated soils", Ph.D. Thesis, University of Colorado, Boulder, US.
|
12 |
Kim, J., Im, J.-S., and Park, S. (2012), "Hydro-mechanical behavior of partially saturated soil slopes under rainfall", Journal of Korean Geotechnical Society, Vol.28, No.11, pp.69-78.
과학기술학회마을
DOI
ScienceOn
|
13 |
Kim, J. and Kim Y-S. (2011), "Analysis of Effective Stress Parameter on Partially Saturated Soils via Hydro-Mechanical Behaviors", Journal of Korean Geotechnical Society, Vol.27, No.12, pp.117-126
DOI
ScienceOn
|
14 |
Kim, J.Y. and Lee, S.R. (1997), "An improved search strategy for the critical slip surface using finite element stress fields", Computers and Geotechnics, 21(4), pp.295-313.
DOI
ScienceOn
|
15 |
Li, K.S. and White, W. (1987), "Rapid evaluation of the criticla slip surface in slope stability problems", International Journal for Numerical and Analytical Methods in Geomechanics, Vol.11, pp. 449-473.
DOI
ScienceOn
|
16 |
Li, X. (2007), "Finite element analysis of slope stability using a nonlinear failure criterion", Computers and Geotechnics, Vol.34, pp.127-136.
DOI
ScienceOn
|
17 |
Cho, S.E. (2001), "Stability Analysis of Unsaturated Soil Slope Subjected to Infiltration", Ph.D. Thesis, KAIST, Daejeon, Korea.
|
18 |
Lim, J.-S. (2012), "Stability evaluation of unsaturated soil slopes using hydro-mechanically coupled finite element method", Master Thesis, Dankook University, Yongin-si, Korea.
|
19 |
Zheng, H., Tham, L.G., and Liu, D. (2007), "On two definitions of the factor of safety commonly used in the finite element slope stability analysis", Computers and Geotechnics, Vol.33, pp.188-195.
|