The Effects of Geosynthetic-Reinforcement on Consolidation Behavior of Soft Clay Embankment under Step Construction
| Autor: | Dong Xue Hao, Myoung Soo Won, Rong Chen, Yu Cong Gao |
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| Rok vydání: | 2018 |
| Předmět: |
geography
geography.geographical_feature_category Consolidation (soil) Mechanical Engineering 0211 other engineering and technologies 02 engineering and technology Mechanics of Materials Soft clay 021105 building & construction General Materials Science Geotechnical engineering Levee Reinforcement Geology 021101 geological & geomatics engineering |
| Zdroj: | Key Engineering Materials. 783:46-50 |
| ISSN: | 1662-9795 |
| DOI: | 10.4028/www.scientific.net/kem.783.46 |
| Popis: | Geosynthetics–reinforced structures are widely used in embankments and walls. This paper presents the simulation of the embankment under load in order to compare the behavior of clay embankment with and without wrapping-facing-geosynthetics-reinforcement using finite element method (FEM) and to analyse the variation of behavior included of displacement and excess pore pressure under the different over-consolidation ratios (OCR). The calculation results show that embankment with higher OCR showing lower displacement compare to embankment with lower OCR. However, OCR isn’t very sensitive to the dissipation of excess pore pressure. Geosynthetics-reinforcements could reduce the displacement of embankment and accelerate dissipation of excess pore pressure after construction and surcharge. Gravel, geosynthetics-reinforcement and clay soil are properly combined, clayey soil is expected to be useful as embankment material. |
| Databáze: | OpenAIRE |
| Externí odkaz: |
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