1 |
Ehlers, W. (2003), "Continuum and numerical simulation of porous materials in science and technology", Modeling and mechanics of granular and porous materials, Chapter 9, pp.245-291
|
2 |
Fredlund, D. G. and Rahardjo, H. (1993), "Soil Mechanics for unsaturated soils", A Wiley-Interscience Publication, pp.217-259
|
3 |
Kim, YoungSeok(2005), "Elasto-viscoplastic Modeling and Analysis for Cohesive Soil Considering Suction and Temperature Effects", Doctoral Thesis, Kyoto University, Japan
|
4 |
Jommi, C. (2000), "Remarks on the constitutive modelling of unsaturated soils", Experimental Evidence and Theoretial Approaches in Unsaturated Soils, Tarantio, A. and Mancuso, C eds., Balkema, pp.139-153
|
5 |
Japanese Standards for Geotechnical and Geoenvironmental Investigation Methods-Standards and Explorations(2005), "Site investigation", Japanese Geotechnical Society. (in Japanese)
|
6 |
Kim, Y. S., Kimoto, S., Oka, F, and Kodaka, T.(2005), "Numerical simulation of triaxial compression behaviour of the unsaturated silt using an elasto-viscoplastic model", Proceeding of the 11th International Conference on Computer Methods and Advances in Geomechanics, Torino, Italy, Giovanni Barla and Marco Barla eds., Bokocna, Vol.1, pp.361-368
|
7 |
Cui, Y. J. and Delage, P. (1996), "Yielding and plastic behaviour of an unsaturated compacted silt", Geotechnique, 46(2), pp.291 -311
DOI
ScienceOn
|
8 |
Houlsby, G. T. (1997), "The work input to an unsaturated granular material", Geotechnique, 47(1), pp.193-196
DOI
ScienceOn
|