A simple method for the determination of sensitivity to density changes in sand liquefaction
Fully saturated loose coarse-grained soils are known to be prone to liquefaction. Conventional laboratory tests for soil liquefaction include usually cyclic testing in triaxial apparatus. However, such investigations are complicated and time-consuming. The objective of the outlined work is to evalu...
| Main Author: | |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Centre Mersenne
2021-10-01
|
| Series: | Open Geomechanics |
| Subjects: | |
| Online Access: | https://opengeomechanics.centre-mersenne.org/ojs/article/view/13 |