Underground structure in saturated sandy soil might be subject to severe damage due to seismic liquefaction.
饱和砂土地层中的地下结构在地震作用下可能因地基液化而发生破坏。
Thus, evaluation of the liquefaction potential of a soil subjected to a given seismic loading is an important first step towards mitigating liquefaction-inducted damage.
评估土壤的液化潜能是进行工程抗震设计，减轻地震灾害重要的第一步。
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