A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Long-Term Processes in Geomaterials. Validation of 3D Visco-Plastic Soil Model
The calibration procedures used to determine the value of the parameters associated with 3D visco-plastic soil model are described in this report. Data from standard laboratory experiments are required. In addition, two validation examples are given comparing experimental and simulated results. Several long term odometer tests and one undrained deviatoric stress relaxation test are simulated successfully.
Long-Term Processes in Geomaterials. Validation of 3D Visco-Plastic Soil Model
The calibration procedures used to determine the value of the parameters associated with 3D visco-plastic soil model are described in this report. Data from standard laboratory experiments are required. In addition, two validation examples are given comparing experimental and simulated results. Several long term odometer tests and one undrained deviatoric stress relaxation test are simulated successfully.
Long-Term Processes in Geomaterials. Validation of 3D Visco-Plastic Soil Model
B. Bostroem (author)
1995
47 pages
Report
No indication
English
Soil & Rock Mechanics , Three dimensional models , Geotechnical fabrics , Viscoelasticity , Soil models , Geotextiles , Creep properties , Viscosity , Elastic properties , Deformation , Stress-strain relations , Strain(Mechanics) , Nonlinearity , Finite element method , Soil mechanics , Long term effects , Geotechnical engineering , Validation , Odometers , Foreign technology
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