TY - RPRT
T1 - Undrained Triaxial Tests on Eastern Scheldt Sand
AU - Jakobsen, Kim Parsberg
PY - 1998
Y1 - 1998
N2 - In the process of understanding and developing models for geomaterials, the stress-strain behaviour is commonly studied by performing triaxial tests. In the present study, several types of static triaxial tests have been performed to gain knowledge of the undrained stress-strain behaviour of frictional materials during monotonic loading. The tests conducted includes undrained and constant volume tests, starting from different initial states of stress and following various stress paths. All the tests are performed on reconstituted loose to medium dense specimens of Eastern Scheldt Sand.
AB - In the process of understanding and developing models for geomaterials, the stress-strain behaviour is commonly studied by performing triaxial tests. In the present study, several types of static triaxial tests have been performed to gain knowledge of the undrained stress-strain behaviour of frictional materials during monotonic loading. The tests conducted includes undrained and constant volume tests, starting from different initial states of stress and following various stress paths. All the tests are performed on reconstituted loose to medium dense specimens of Eastern Scheldt Sand.
KW - Triaxial Tests
KW - Undrained Triaxial Tests
KW - Monotonic Loadings
KW - Eastern Scheldt Sand
KW - Stress-Strain Behaviour
KW - Triaxial Tests
KW - Undrained Triaxial Tests
KW - Monotonic Loadings
KW - Eastern Scheldt Sand
KW - Stress-Strain Behaviour
M3 - Report
T3 - AAU Geotechnical Engineering Papers : Laboratory Testing Paper
BT - Undrained Triaxial Tests on Eastern Scheldt Sand
PB - Geotechnical Engineering Group
CY - Aalborg
ER -