Analysis of undrained cavity expansion in elasto-plastic soils with non-linear elasticity

International Journal for Numerical and Analytical Methods in Geomechanics

Volumn 26, Issue 1, 2002, Pages 25-52

  Cao, Lai Fa ^a   Teh, Cee Ing ^a   Chang, Ming Fang ^a  

^a NANYANG TECHNOLOGICAL UNIVERSITY   (Singapore)

Author keywords

Cavity expansion; Critical state model; Non linear elasticity; Plasticity; Pressuremeter test; Undrained analysis

Indexed keywords

ELASTOPLASTICITY; INTEGRATION; STIFFNESS; STRAIN; STRESSES;

STRAIN ANALYSIS; STRESS-STRAIN CURVES;

CLAY;

CAM-CLAY MODEL; CAVITY; ELASTOPLASTICITY; EXPANSION; SOIL MECHANICS; UNDRAINED TEST;

EID: 0036137590     PISSN: 03639061     EISSN: None     Source Type: Journal    
DOI: 10.1002/nag.189     Document Type: Article

References (26)

1. Discussion
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6. Driven piles in clay-the effects of installation and subsequent consolidation
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13. In-situ measurement of initial stresses and deformation characteristic
14. The prediction of surface settlement profiles due to tunnelling
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20. Determination of OCR in clays by piezocone tests using cavity expansion and critical state concepts
21. Subsurface investigations with piezo-cone penetrometer