Progressive failure of heavily overconsolidated clays

Soils and Foundations

Volumn 39, Issue 2, 1999, Pages 105-117

  Asaoka, Akira ^a   Nakano, Masaki ^c   Noda, Toshihiro ^c   Takaine, Toshihiro ^b   Kaneda, Kazuhiro ^c   Constantinescu, Dan T ^c  

^a NAGOYA UNIVERSITY   (Japan)

^b Asanuma Corporation   (Japan)

^c NONE

Author keywords

Cam clay; Numerical simulation; Overconsolidated clay; Progressive failure; Subloading surface; Triaxial compression test (IGC: F6)

Indexed keywords

EID: 24044451312     PISSN: 00380806     EISSN: None     Source Type: Journal    
DOI: 10.3208/sandf.39.2_105     Document Type: Article

References (10)

1. Asaoka, A., Nakano, M. and Noda, T. (1994): "Soil-water coupled behaviour of saturated clay near/at critical state," Soils and Foundations, Vol. 34, No. 1, pp. 91-106.
2. Asaoka, A. and Noda, T. (1995): "Imperfection sensitive bifurcation of Cam-Clay under plane strain compression with undrained boundaries," Soils and Foundations, Vol. 35, No. 1, pp. 91-105.
3. Asaoka, A., Nakano, M. and Noda, T. (1997): "Soil-water coupled behavior of heavily overconsolidated clay near/at critical state," Soils and Foundations, Vol. 37, No. 1, pp. 13-28.
4. Asaoka, A., Nakano, M., Noda, T., Takaine, T. and Kaneda, K. (1997): "Progressive failure of heavily overconsolidated clay under constant load application, an experiment and its simulations," Proc. IS-Nagoya'97, Nagoya, pp. 69-74.
5. Asaoka, A., Noda, T. and Kaneda, K. (1998): "Displacement/traction boundary conditions represented by constraint conditions on velocity field of soil," Soils and Foundations, Vol. 38, No. 4, pp. 173-181.
6. Hashiguchi, K. and Ueno, M. (1977): "Elasto-plastic constitutive laws of granular materials," Constitutive Equations of Soils, (Proc. Spec. Session 9 of 9th Int. Conf. on SMFE, Murayama, S. and Schofield, A. N. (eds.), Tokyo, JSSMFE, pp. 73-82.
7. Hashiguchi, K. (1989): "Subloading surface model in unconventional plasticity," Int. J. of Solids and Structures, Vol. 25, pp. 917-945.
8. Hashiguchi, K. (1993): "Fundamental requirements and formulation of elasto-plastic constitutive equations with tangential plasticity," Int. J. of Plasticity, Vol. 9, pp. 525-549.
9. Nakano, M., Asaoka, A. and Constantinescu, D. T. (1998): "Delayed compression and progressive failure of the assembly of crushed mudstones due to slaking," Soils and Foundations, Vol. 38, No. 4, pp. 183-194.
10. Schofield, A. N. and Wroth, C. P. (1968): Critical State Soil Mechanics, McGraw-Hill.f16.