Unified bounding surface model for monotonic and cyclic behaviour of clay and sand
Author:
Funder
norges forskningsråd
Publisher
Springer Science and Business Media LLC
Subject
Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology
Link
https://link.springer.com/content/pdf/10.1007/s11440-022-01521-9.pdf
Reference42 articles.
1. Banerjee PK, Stipho AS (1978) Associated and non-associated constitutive relations for undrained behaviour of isotropic soft clays. Int J Numer Anal Methods Geomech 2:35–56. https://doi.org/10.1002/nag.1610020104
2. Banerjee PK, Stipho AS (1979) An elasto-plastic model for undrained behaviour of heavily overconsolidated clays. Int J Numer Anal Methods Geomech 3:97–103. https://doi.org/10.1002/nag.1610030109
3. Banerjee PK, Stipho AS, Yousif NB (1985) A theoretical and experimental investigation of the behaviour of anisotropically consolidated clay. Dev soil Mech Found Eng 2:1–41. https://doi.org/10.1016/0148-9062(86)90181-6
4. Borja RI, Lin CH, Montáns FJ (2001) Cam-clay plasticity, Part IV: Implicit integration of anisotropic bounding suface model with nonlinear hyperelasticity and ellipsoidal loading function. Comput Methods Appl Mech Eng 190:3293–3323. https://doi.org/10.1016/S0045-7825(00)00301-7
5. Castro G (1969) Liquefaction of sands. PhD Thesis, Harvard Soil Mech
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