| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 671840 | Particuology | 2015 | 13 Pages |
Abstract
- Fine particles played a vital role in the overall response of granular soil to shearing.
- Liquefaction of silty sand resulted mainly from the removal of fine particles from soil skeleton.
- Interim contraction was followed by fines migrating back to soil skeleton, resulting in dilation.
- Shear loads were mainly carried by large particles through force chains formed at S-L and L-L contacts.
- Fine particles tended to roll and rotate and large particles were prone to slide in soil skeleton.
Keywords
Related Topics
Physical Sciences and Engineering
Chemical Engineering
Fluid Flow and Transfer Processes
Authors
Beibing Dai, Jun Yang, Xiaodong Luo,