Shaking table tests on seismic liquefaction characteristics of soil surrounding tunnels in saturated loess stratum
Based on the previous numerical and theoretical analyses, a series of shaking table tests with scale of 1∶20 for seismic liquefaction analysis of saturated surrounding loess are carried out to simulate the loess section of a tunnel under construction on the Lanzhou-Hezuo Railway in China. The result...
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| Hlavní autor: | |
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| Médium: | Artigo |
| Jazyk: | Inglês |
| Vydáno: |
Editorial Office of Chinese Journal of Geotechnical Engineering
2023-12-01
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| Edice: | Yantu gongcheng xuebao |
| Témata: | |
| On-line přístup: | https://www.cgejournal.com/en/article/doi/10.11779/CJGE2023S20021 |
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