A non-associated viscoplastic model for the behaviour of granite in triaxial compression

Mechanics of Materials

Volumn 33, Issue 5, 2001, Pages 283-293

  Maranini, Enrico ^a   Yamaguchi, Tsutomu ^b  

^a UNIVERSITY OF FERRARA   (Italy)

^b NATL INST FOR RSRC AND ENVIRON   (Japan)

Author keywords

Creep; Granite; Modelling; Triaxial compression; Visco plasticity

Indexed keywords

COMPRESSIVE STRESS; CREEP TESTING; MATHEMATICAL MODELS; STRAIN RATE; TENSORS; VISCOPLASTICITY;

NON-ASSOCIATED VISCOPLASTIC MODELS; TRIAXIAL COMPRESSIONS;

GRANITE;

EID: 0035342001     PISSN: 01676636     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0167-6636(01)00052-7     Document Type: Article

References (12)

1. A new constitutive model for alumina powder compaction
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4. Experimental and numerical investigations on transient creep of porous chalk
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6. The phenomenon and examples of rock creep
7. The effects of confining pressure and stress difference on static fatigue of granite
8. Non associated flow and stability of granular materials
9. Complete creep curves under uniaxial compression
10. The long term strength of Lac du Bonnet Granite