Review of Geosynthetic-Reinforced Pile-Supported (GRPS) embankments - parametric study and design methods
Embankment construction on soft soil may result in excessive settlement, loss of bearing capacity, or sliding instability. However, geosynthetic-reinforced pile-supported (GRPS) embankments offer an effective technique to overcome the problems resulting from soft foundations soils. This paper presen...
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| Format: | Article |
| Language: | English |
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Széchenyi István University
2021-02-01
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| Series: | Acta Technica Jaurinensis |
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| Online Access: | https://acta.sze.hu/index.php/acta/article/view/566 |