HIGHLIGHTS
- who: MDPI from the Department of Civil Engineering, Kunsan National University, Gunsan, Republic of Korea have published the research: Type of the Paper (Article, in the Journal: (JOURNAL)
- what: Several site investigations were conducted to assess the soil profile, soil distribution, and grain size. In this study, a simple shaking table apparatus was developed to investigate the behavior of shallow foundations laid on a liquefiable embankment.
- how: The results showed that the main cause of damage to the was seepage-induced liquefaction. In this study the earthquake load was applied until the occurrence . . .
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