| Autor: |
Al-Khalidi, Evan E., Ahmed, Mahmood D., Sheikha, Ammar A., Jahanger, Zuhair K. |
| Předmět: |
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| Zdroj: |
AIP Conference Proceedings; 2024, Vol. 2864 Issue 1, p1-8, 8p |
| Abstrakt: |
The numerical analysis was conducted to studying the influence of length to diameter ratio (L/D) on the behavior of the soil treated with sand columns treated with 8% sodium silicate for both floating and end bearing type by using finite element method (Plaxis 3D Foundation) for isolated foundation of real dimensions. The analysis's study indicate that in the floating type the best improvement ratio was achieved at (L/D=8) when using columns with a diameter of (0.5, 0.7), but when using columns with a diameter of 0.3 m, it was noticed that the bearing improvement ratio increases with increasing (L/d). While the results of the analysis for end bearing type show that the higher improvement ratio was achieved at (L/D=4) when using columns with a diameter of (0.3, 0.7) m but when using columns with a diameter of 0.5 meters, the higher improvement ratio was achieved at (L/D=6). [ABSTRACT FROM AUTHOR] |
| Databáze: |
Complementary Index |
| Externí odkaz: |
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