Model tests on deformation of embankment in blast-induced liquefied field
A full sandy foundation is prone to be liquefied under an earthquake, explosion or other vibration loadings. As a result, the upper structures such as embankments on the foundation will be damaged. Aiming at the deformation problems of an embankment in a liquefied foundation, the field tests on expl...
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| Format: | Artigo |
| Sprache: | Inglês |
| Veröffentlicht: |
Editorial Office of Chinese Journal of Geotechnical Engineering
2017-11-01
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| Schriftenreihe: | Yantu gongcheng xuebao |
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| Online-Zugang: | https://www.cgejournal.com/en/article/doi/10.11779/CJGE201711008 |
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