Numerical investigation on reinforcement requirement for piles embedded in clay
In this study the necessity of reinforcement in concrete pile (bored or driven) is assessed. The soil was assumed to be unsaturated and homogeneous clayey soil. Throughout the study, a finite element computer program was developed and the pile was modeled as a beam-on-elastic foundation. The soil is...
| Egile Nagusiak: | , , , |
|---|---|
| Formatua: | Artikulua |
| Argitaratua: |
2010
|
| Gaiak: |