Response of laterally loaded group shafts for bridge foundations in cohesionless soils using a 3D FE soil-structure model
Bağlantı
http://hdl.handle.net/20.500.12627/101378http://www.tandfonline.com/doi/full/10.1080/15732480802399409#abstract
Koleksiyonlar
- Makale [92796]