High rock slope stability analysis using the enriched meshless shepard and least squares method (Q2905175)
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: High rock slope stability analysis using the enriched meshless shepard and least squares method |
scientific article; zbMATH DE number 6072195
| Language | Label | Description | Also known as |
|---|---|---|---|
| English | High rock slope stability analysis using the enriched meshless shepard and least squares method |
scientific article; zbMATH DE number 6072195 |
Statements
24 August 2012
0 references
meshless
0 references
MLS
0 references
MSLS
0 references
high rock slope
0 references
slope stability
0 references
0 references
0 references
0 references
High rock slope stability analysis using the enriched meshless shepard and least squares method (English)
0 references
