| contributor author | Han, Bolin | |
| contributor author | Cui, Xinzhuang | |
| contributor author | Zeng, Hao | |
| contributor author | Zhang, Xiaoning | |
| contributor author | Jin, Qing | |
| contributor author | Cao, Tiancai | |
| contributor author | Lv, Wei | |
| contributor author | Ma, Xiongying | |
| date accessioned | 2026-08-20T21:09:43Z | |
| date available | 2026-08-20T21:09:43Z | |
| date copyright | 2026/05/07 | |
| date issued | 2026 | |
| identifier other | IJGNAI.GMENG-12830.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4314045 | |
| description abstract | Abstract Pervious concrete piles, which combine high strength with excellent permeability,
have demonstrated significant advantages in ground improvement applications. However,
the theoretical framework for consolidation in composite foundations ... | |
| publisher | American Society of Civil Engineers | |
| title | Nonlinear Consolidation of Composite Foundations Reinforced with Pervious Concrete Piles: Analytical and Design-Oriented Solutions considering Porosity Effect | |
| type | Journal Article | |
| journal volume | 26 | |
| journal issue | 7 | |
| journal title | International Journal of Geomechanics | |
| identifier doi | 10.1061/IJGNAI.GMENG-12830 | |
| journal fristpage | 04026126-1 | |
| journal lastpage | 04026126-18 | |
| page | 18 | |
| tree | International Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 007 | |
| contenttype | Fulltext | |
