Cargando...
Сonsolidation and creepof subfoundations having finite widths КОНСОЛИДАЦИЯ И ПОЛЗУЧЕСТЬ ОСНОВАНИЙ ФУНДАМЕНТОВ КОНЕЧНОЙ ШИРИНЫ
The authors formulate and solve the problem of consolidation and creep of saturated clay subfoundations exposed to localized loads (the two-dimensional problem formulation). The findings have proven that, if the two-dimensional problem is considered, any excessive pore pressure is concentrated immed...
Guardado en:
| Autores principales: | , , |
|---|---|
| Formato: | Artigo |
| Lenguaje: | Inglês |
| Publicado: |
Moscow State University of Civil Engineering (MGSU)
2013-04-01
|
| Colección: | Vestnik MGSU |
| Materias: | |
| Acceso en línea: | http://vestnikmgsu.ru/files/archive/RUS/issuepage/2013/4/5.pdf |
| Etiquetas: |
Agregar Etiqueta
Sin Etiquetas, Sea el primero en etiquetar este registro!
|