Liquefaction-induced settlement of shallow foundations on two-layered subsoil strata
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DOI: 10.1016/j.soildyn.2017.01.004
Abstract: Geotechnical design codes have been shifted from classical limit equilibrium analysis toward the performance-based procedures. In foundation design, settlement is the most representative parameter for its performance. Settlement of shallow foundations subjected to earthquake loading… read more here.
Keywords: layered subsoil; two layered; settlement; settlement shallow ... See more keywords