Contact stiffness parameters of soil particles model for discrete element modeling using static packing pressure test
Compression test is the dominating experimental procedure used for determining the strength and stress-strain properties of soils and other granular materials. Static Packing Pressure Test was conducted in order to calibrate the stiffness ratio which is normal contact (kn) and shear contact (ks) sti...
| Main Authors: | , , , , , , , , |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
American Institute of Physics Inc.
2018
|
| Online Access: | View Fulltext in Publisher View in Scopus |