Discrete element modeling of static liquefaction of shield tunnel face in saturated sand
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DOI: 10.1007/s11440-019-00806-w
Abstract: The failure mechanism and limit support pressure are essential factors for the stability assessment of tunnel face during shield tunneling. Previous studies were mostly based on the assumption that soil fails when the plastic limit… read more here.
Keywords: static liquefaction; tunnel face; saturated sand; face saturated ... See more keywords