Investigation of the Sand Porosity via Oedometric Testing
Investigation of the porosity of Klaipėda sand by oedometric test is presented. The Klaipėda sand is typical Baltic see-shore sand consisting of grains the average diameter of which varies from 1.18 mm to 0.3 mm. Variation of the porosity during oedometric compression of the whole mixture of the san...
Saved in:
| Main Authors: | Jonas Amšiejus, Rimantas Kačianauskas, Arnoldas Norkus, Liudas Tumonis |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Riga Technical University Press
2010-09-01
|
| Series: | The Baltic Journal of Road and Bridge Engineering |
| Subjects: | |
| Online Access: | https://bjrbe-journals.rtu.lv/article/view/3788 |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Effect of Fines Content on the Compression Behavior of Calcareous Sand
by: Suhang Huang, et al.
Published: (2024-11-01) -
A Review of Particle Packing Models and Their Applications to Characterize Properties of Sand-Silt Mixtures
by: Ching S. Chang, et al.
Published: (2024-11-01) -
Micromechanical modeling of hollow cylinder torsional shear test on sand using discrete element method
by: Shunxiang Song, et al.
Published: (2024-12-01) -
INVESTIGATION OF THE COLLAPSE POTENTIAL OF GYPSUM SAND SOIL IN UNSATURATION CONDITIONS USING A MODIFIED OEDOMETER
by: Mustafa M. Abdalhusein, et al.
Published: (2024-03-01) -
INVESTIGATION OF THE COLLAPSE POTENTIAL OF GYPSUM SAND SOIL IN UNSATURATION CONDITIONS USING A MODIFIED OEDOMETER
by: Mustafa M. Abdalhusein, et al.
Published: (2024-03-01)