Geogrid strain and failure surface of two-stage reinforced soil retaining wall under horizontal seismic loading
Based on the large-scale shaking table model tests, the geogrid strain and failure surface of two-stage reinforced soil-retaining wall under horizontal seismic loading are studied. The experimental model is made of backfill, retaining wall and geosynthetics, where the backfill is standard soil, the...
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| Hlavní autor: | |
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| Médium: | Artigo |
| Jazyk: | Inglês |
| Vydáno: |
Editorial Office of Chinese Journal of Geotechnical Engineering
2018-08-01
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| Edice: | Yantu gongcheng xuebao |
| Témata: | |
| On-line přístup: | https://www.cgejournal.com/en/article/doi/10.11779/CJGE201808020 |
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