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NTIS 바로가기Soils and foundations, v.22 no.1, 1982년, pp.39 - 48
Ishibashi, Isao , Shérif, Mehmet A. , Cheng, Wen-Lon
A procedure is advanced for the quantitative determination of the four soil parameters including equations for saturated sands under earthquake-type loadings. Research data presented make it possible to predict pore-pressure buildup and soil liquefaction potential for saturated sands in the laborato...
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