Effect of microstructure on undrained behaviour of sands

Authors
Citation
Rg. Wan et Pj. Guo, Effect of microstructure on undrained behaviour of sands, CAN GEOTECH, 38(1), 2001, pp. 16-28
Citations number
36
Categorie Soggetti
Civil Engineering
Journal title
CANADIAN GEOTECHNICAL JOURNAL
ISSN journal
00083674 → ACNP
Volume
38
Issue
1
Year of publication
2001
Pages
16 - 28
Database
ISI
SICI code
0008-3674(200102)38:1<16:EOMOUB>2.0.ZU;2-K
Abstract
This paper presents a mathematical modelling of the effects of initial fabr ic on the mechanical behaviour of sand. A stress-dilatancy model that incor porates microstructural aspects of sand is hereby obtained while writing en ergy conservation for an ensemble of particles over a representative elemen tary volume at micro- and macro-scales. The resulting stress-dilatancy mode l, when used within an elastoplastic framework, successfully reproduces cer tain aspects of sand behaviour that are reflective of its microstructure un der both drained and undrained conditions. The role of microstructure in re lation to the characterization of steady, quasi-steady, and phase-transform ation states is discussed within the framework of the model. Numerical simu lations obtained from the proposed model are generally very consistent with experimental observations and provide insightful information.