1 |
Hattab, M. (2011), "Critical State Notion and Microstructural Considerations in Clays", Comptes Rendus Mecanique, Elsevier Masson SAS, 339, pp.719-726.
DOI
|
2 |
Lee, S. and Oh, S. (1994), "An Anisotropic Elasto-Plastic Constitutive Model Based on the Generalized Isotropic Hardening Rule for Clays", Journal of the Korean Geotechnical Society, Vol.10, No.3, pp.17-32.
|
3 |
Lee, S., Oh, S., and Kwon, G. (1992), "A Constitutive Model Using the Spacing Ratio of Critical State", Journal of the Korean Geotechnical Society, Vol.8, No.2, pp.45-57.
|
4 |
Chakraborty, T., Salgado, R., and Loukidis, D. (2013), "A Twosurface Plasticity Model for Clay", Computers and Geotechnics, 49, pp.170-190.
DOI
|
5 |
McCarron, W. O. and Chen, W. F. (1987), "Application of a Bounding Surface Model to Boston Blue Clay", Computers and Structures, Vol.26, No.6, pp.887-897.
DOI
|
6 |
Nakai, T. and Matsuoka, H. (1986), "A Generalized Elastoplastic Constitutive Model for Clay in Three-dimensional Stresses", Soils and Foundations, Vol.26, No.3, pp.81-93.
DOI
|
7 |
Pestana, J. M. and Whittle, A. J. (1999), "Formulation of a Unified Constitutive Model for Clays and Sands", International Journal for Numerical and Analytical Methods in Geomechanics, 23, pp.1215-1243.
DOI
|
8 |
Pestana, J. M., Whittle, A. J., and Salvati, L. A. (2002), "Evaluation of a Constitutive Model for Clays and Sands: Part II-clay behaviour", International Journal for Numerical and Analytical Methods in Geomechanics, Vol.26, No.11, pp.1123-1146.
DOI
|
9 |
Roscoe, K. and Burland, J. (1968), "On the generalized stress-strain behavior of 'wet' clay", Engineering Plasticity, 1, pp.535-609.
|
10 |
Salgado, R. (2008), The Engineering of Foundations, McGraw-Hill.
|
11 |
Schofield, A. and Wroth, P. (1968), Critical State Soil Mechanics. McGraw-Hill.
|
12 |
Taiebat, M., Dafalias, Y. F., and Peek, R. (2010), "A Destructuration Theory and its Application to SANICLAY Model", International Journal for Numerical and Analytical Methods in Geomechanics, 34, pp.1009-1040.
DOI
|
13 |
Yao, Y. P., Sun, D. A., and Matsuoka, H. (2008), "A unified constitutive model for both clay and sand with hardening parameter independent on stress path", Computers and Geotechnics, Vol.35, No.2, pp.210-222.
DOI
|
14 |
Chang, M., Teh, C. I., and Cao, L. (1999), "Critical State Strength Parameters of Saturated Clays from the Modified Cam Clay Model", Canadian Geotechnical Journal, NRC Research Press Ottawa, Canada, 36, pp.876-890.
DOI
|
15 |
Chen, Y. N. and Yang, Z. X. (2017), "A Family of Improved Yield Surfaces and their Application in Modeling of Isotropically Over-consolidated Clays", Computers and Geotechnics, Elsevier Ltd, 90, pp.133-143.
DOI
|
16 |
Dafalias, Y. F. and Herrmann, L. R. (1986), "Bounding Surface Plasticity. II: Application to Isotropic Cohesive Soils", Journal of Engineering Mechanics, Vol.112, No.12, pp.1263-1291.
DOI
|
17 |
van Eekelen, S. and van Den Berg, P. (1994), "The Delft Egg Model, A Constitutive Model for Clay", DIANA Computational Mechanics '84, pp.103-116.
|
18 |
Gasparre, A. (2005), "Advanced Laboratory Characterisation of London Clay", Imperial Colleage London.
|
19 |
Gens, A. (1982), "Stress-strain and strength characteristics of a low plasticity clay", University of London, Imperial College.
|