1 |
Wheeler, S.J. and Sivakumar, V. (1995), "An elasto plastic critical state framework for unsaturated soil", Geotechnique, 45(1), 35-53.
DOI
ScienceOn
|
2 |
Wheeler, S.J., Sharma, R.S. and Buissen, M.S.R. (2003), "Coupling of hydraulic hystersis and stress-strain behaviour in unsaturated soils", Geotechnique, 53(1), 41-54.
DOI
ScienceOn
|
3 |
Vanapalli, S.K., Pufahl, D.E. and Fredlund, D.G. (1999), "Interpretation of the shear strength of unsaturated soils in undrained loading conditions", Proc. 52nd Canadian Geotechnical Conference, Regina, Sask. Canada, 643-650.
|
4 |
Yang, C., Cui, Y.J., Pereiro, J.M. and Huang, M.S. (2008), "A constitutive model for unsaturated cemented soils under cyclic loading", Comput. Geotech., 35(6), 853-859.
DOI
ScienceOn
|
5 |
Alonso, E.E., Gens, A. and Josa, A. (1987), "Special Proplems Soils, General Report", Proceedings of the 9th European Conference Soil Mechanics, Dublin, 1083-1146.
|
6 |
Alonso, E.E., Gens, A. and Josa, A. (1990), "A constitutive model for partially saturated soils", Geotechnique, 40(3), 405-430.
DOI
|
7 |
Bishop, A.W. (1959), "The Principal of effective Stress", Tek, Ukebled.
|
8 |
Bolzon, G., Schrefler, B.A. and Zienkiewicz, O.C. (1996), "Elastoplastic soil constitutive laws generalized to partially saturated states", Geotechnique, 46(2), 279-289.
DOI
ScienceOn
|
9 |
Escario, V. and Saez, J. (1986), "The shear strength of partially saturated soils", Geotechnique, 36, 453-456.
DOI
|
10 |
Cui, Y.J. and Delage, P. (1996), "Yielding and plastic behaviour of an unsaturated compacted silt", Geotechnique, 46(2), 405-430.
|
11 |
Datcheva, M. and Schanz, T. (2003), "Anisotropic bounding surface plasticity with rotational hardening for unsaturated friction material", Journal de Physique iv, 105, 305-312.
DOI
|
12 |
Estabragh, A.R., Javadi, A.A. and Boot, J.C. (2004), "Effect of compaction pressure on consolidation behaviour of unsaturated silty soil", Can. Geotech. J., 41(3), 540-550.
DOI
ScienceOn
|
13 |
Estabragh, A.R., Javadi, A.A. and Boot, J.C. (2000), "An experimental study of elastic volume change in unsaturated soils", Proc. Asian Conference on Unsaturated Soils, Singapore, 651-655.
|
14 |
Fredlund, D.G. and Morgenstern, N.R. (1977), "Stress state variables for unsaturated soils", J. Geotech. Eng. - ASCE, 103, 447-466.
|
15 |
Fredlund, D.G., Morgenstern, N.R. and Widger, R.A. (1978), "The shear strength of unsaturated soils", Can. Geotech. J., 15(3), 313-321.
DOI
ScienceOn
|
16 |
Fredlund, D.G., Rahardjo, H. and Gan, K.M. (1987), "Non linearity of strength envelope for unsaturated soils", Proceedings of th 6th International Conference on Expansive Soils, New Delhi, India, 1-4.
|
17 |
Fredlund, D.G. and H. Rahardjo, (1993), "Soil mechanics for unsaturated soils", John Wiley & Sons: New York, USA.
|
18 |
Gallipoli, D., Gens, A., Sharma, R.S. and Vaunat, J. (2003), "An elasto-plastic model for unsaturated soil incorporating the effect of suction and degree of saturation on mechanical behaviour", Geotechnique, 53(1), 123-135.
DOI
ScienceOn
|
19 |
Gan, J.K.M., Fredlund, D.G. and Rahardjo, H. (1988), "Determination of shear strength parameter for unsaturated soil using direct shear test", Can. Geotech. J., 25(3), 500-510.
DOI
ScienceOn
|
20 |
Jenning, E.B. and J.B. Burland, (1962), "Limitation to the use of effective stress in partially saturated soils", Geotechnique, 2, 125-144.
|
21 |
Khalili, N. and Khabbaz, M.H. (1998), "A unique relationship for x for the determination of shear strength of unsaturated soils", Geotechnique, 48(5), 681-688.
DOI
ScienceOn
|
22 |
Jotisankasa, A., M. Coop, M. and A. Ridley, (2009), "The mechanical behaviour of an unsaturated compacted silty clay", Geotechnique, 59, 415-428.
DOI
ScienceOn
|
23 |
Karube, D. (1988), "New concept of effective stress in unsaturated soil and its proving test", Advanced Triaxial Testing of Soil And Rock, ASTM STP 977, 539-552.
|
24 |
Khalili, N., Habte, M. and Valliappan, S. (2005), "A bounding surface plasticity model for cyclic analysis of sands", Int. J. Numerical Methods in Engineering, 63(14), 1939-1960.
DOI
ScienceOn
|
25 |
Kohgo, Y., Nakano, M. and Miyazaki, T. (1993), "Verification of generalised elasto-plastic model for unsaturated silsm", Soil and Foundation, 33, 64-73.
DOI
|
26 |
Matyas, E.I. and Radhakrishna, H.S. (1968), "Volume change characteristics of partially saturated soils", Geotechnique, 18(4), 432-448.
DOI
|
27 |
Lu, N. and Likos, W.J. (2004), Unsaturated soil mechanics, John Wiley & Sons, Inc, Hoboken, NJ, USA.
|
28 |
Lu, N. and Likos, W.J. (2006), "Suction stress characteristic curve for unsaturated soil", J. Geotech. Geoenviron. Eng., ASCE, 132(2), 131-142.
DOI
ScienceOn
|
29 |
Rahardjo, H., O.B. Heng, O.B. and Choon, L.E. (2004), "Shear strength of a compacted residual soil from consolidate drained and constant water content triaxial tests", Can. Geotech. J., 41(3), 421-436.
DOI
ScienceOn
|
30 |
Russel, A.R. and Khalili, N. (2006), "A unified bounding surface plasticity model for unsaturated soil", Int. J. Numer. Anal. Method. Geomech., 30(3), 181-212.
DOI
ScienceOn
|
31 |
Sharma, R.S. (1998), "Mechanical behaviour of unsaturated highly expansive clays", PhD, thesis, University of Oxford, Oxford, UK.
|
32 |
Sivakumar, V. (1993), "A critical state framework for unsaturated soils", PhD thesis, University of Sheffield, Sheffiel UK.
|