Influence of inter-granular void ratio on monotonic and cyclic undrained shear response of sandy soils (Q554102)
From MaRDI portal
 | This is the item page for this Wikibase entity, intended for internal use and editing purposes. Please use this page instead for the normal view: Influence of inter-granular void ratio on monotonic and cyclic undrained shear response of sandy soils |
scientific article; zbMATH DE number 5934041
| Language | Label | Description | Also known as |
|---|---|---|---|
| English | Influence of inter-granular void ratio on monotonic and cyclic undrained shear response of sandy soils |
scientific article; zbMATH DE number 5934041 |
Statements
Influence of inter-granular void ratio on monotonic and cyclic undrained shear response of sandy soils (English)
0 references
29 July 2011
0 references
soils
0 references
silty sand
0 references
residual shear strength
0 references
inter-granular void ratio
0 references
fines
0 references
liquefaction
0 references
