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NTIS 바로가기韓國地盤工學會論文集 = Journal of the Korean geotechnical society, v.22 no.11, 2006년, pp.151 - 158
박성식 (Dept. of Civil Engrg., Kyungpook National Univ.)
Centrifuge tests have shown that a uniformly placed sand layer will first initiate liquefaction near the surface and that liquefaction will progress downward during shaking. This appears to be in conflict with the overburden stress effect on soil liquefaction (i.e.,
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