Premium
Rapid shearing in a rate‐type soil surrounding a cylindrical cavity
Author(s) -
Mullenger G.,
Scott R. F.,
Davis R. O.
Publication year - 1984
Publication title -
international journal for numerical and analytical methods in geomechanics
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 1.419
H-Index - 91
eISSN - 1096-9853
pISSN - 0363-9061
DOI - 10.1002/nag.1610080204
Subject(s) - shearing (physics) , geotechnical engineering , traction (geology) , materials science , constitutive equation , mechanics , deformation (meteorology) , structural engineering , geology , composite material , engineering , finite element method , physics , mechanical engineering
The stress and deformation resulting from rapidly applied axial traction on the face of a cylindrical cavity in a saturated soil are analysed. A simple rate‐type constitutive model is used for the effective stress response.