Constitutive model considering sand crushing

Soils and Foundations

Volumn 48, Issue 4, 2008, Pages 603-608

  Yao, Yang Ping ^a   Yamamoto, Haruyuki ^b   Wang, Nai Dong ^a  

^a BEIHANG UNIVERSITY   (China)

^b HIROSHIMA UNIVERSITY   (Japan)

Author keywords

Crushing; Dilatancy; Hardening; Model; Sand (IGC: d6)

Indexed keywords

COMPRESSION TESTING; CRUSHING; HARDENING; MODELS; SAND;

CONFINING PRESSURES; CONVENTIONAL TRIAXIAL COMPRESSION; DILATANCY; HARDENING PARAMETERS; MODEL PREDICTION;

CONSTITUTIVE MODELS;

EID: 67649281443     PISSN: 00380806     EISSN: None     Source Type: Journal    
DOI: 10.3208/sandf.48.603     Document Type: Article

References (11)

1. Daouadji, A., Hicher, P. Y. and Rahma, A. (2001): An elastoplastic model for granular materials taking into account grain breakage, Eur. J. Mech. A/Solids, 20, 113-137.
2. Fukumoto, T. (1992): Particle breakage characteristics of granular soils, Soils and Foundations, 32(1), 26-40.
3. Liu, H. L., Qin, H. Y., Gao, Y. F. and Zhou, Y. D. (2005): Experimental study on particle breakage of rockfill and coarse aggregates, Chinese Journal of Geotechnical Engineering, 26(4), 562-566 (in Chinese).
4. Nakai, T. (1989): An isotropic hardening elastoplastic model considering the stress path dependency in three-dimensional stressesc Soils and Foundations, 29(1), 119-139.
5. Roscoe, K. H. and Burland, J. B. (1968): On the generalized stress-strain behavior of 'wet' clay, Heyman J., Leckie F. A. Engineering Plasticity, Cambrige University Press, 535-609.
6. Sun, D. A., Matsuoka, H., Yao, Y. P. and Ichimura, M. (2001): A transformed stress based on extended SMP criterion and its application to elastoplastic model for geomaterials, Proc. of JSCE, (680/III-55), 211-224 (in Japanese).
7. Sun, D. A., Huang, W. X., Sheng, D. C. and Yamamoto, H. (2007): An elastoplastic model for granular materials exhibiting particle crushing, Key Engineering Materials, 341, 1273-1278.
8. Wroth, C. P. and Houlsby, G. T. (1985): Soil mechanics-property characterization and analysis procedures. Proc. 11th ICSMFE, 1, 1-55.
9. Yao, Y. P., Matsuoka, H. and Sun, D. A. (1999): A unified elastoplastic model for clay and sand with the SMP criterion, Proc. 8th Australia-New Zealand Conference on Geomechanics, 2, 997-1002.
10. Yao, Y. P., Zhou, A. N. and Lu, D. C. (2007): Extended transformed stress space for geomaterials and its application, Journal of Engineering Mechanics ASCE, 133(10), 1115-1123.
11. 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, 35, 210-222.