Consolidation of soft clay foundation improved by geosynthetic-reinforced granular columns: Numerical evaluation
Soft clays are problematic soils as they present high compressibility and low shear strength. There are several methods for improving in situ conditions of soft clays. Based on the geotechnical problem's geometry and characteristics, the in situ conditions may require reinforcement to restrain insta...
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| Hlavní autoři: | , , |
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| Médium: | Artigo |
| Jazyk: | Inglês |
| Vydáno: |
Elsevier
2021-10-01
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| Edice: | Journal of Rock Mechanics and Geotechnical Engineering |
| Témata: | |
| On-line přístup: | http://www.sciencedirect.com/science/article/pii/S1674775521000457 |
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