The paper deals with an experimental study carried out by a Norwegian GeotechnicalInstitute (NGI) type simple shear (SS) apparatus. Both drained and undrained tests are performedon dry Toyoura sand, prepared by two reconstitution methods, namely air pluviation and moisttamping. Two existing interpretation methods are adopted to analyse the shear strength behaviourof the tested sand. The reliability of the methods was assessed by comparing test results obtainedby SS device with those gathered in triaxial compression tests under the same test conditions.
Drained and undrained monotonic behaviour of sand in simple shear tests / Porcino, D; Caridi, G; Ghionna, V N. - 2:(2005), pp. 183-190. (Intervento presentato al convegno 11 IACMAG tenutosi a Torino nel 19-24 June).
Drained and undrained monotonic behaviour of sand in simple shear tests
PORCINO D
;
2005-01-01
Abstract
The paper deals with an experimental study carried out by a Norwegian GeotechnicalInstitute (NGI) type simple shear (SS) apparatus. Both drained and undrained tests are performedon dry Toyoura sand, prepared by two reconstitution methods, namely air pluviation and moisttamping. Two existing interpretation methods are adopted to analyse the shear strength behaviourof the tested sand. The reliability of the methods was assessed by comparing test results obtainedby SS device with those gathered in triaxial compression tests under the same test conditions.I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.
