1995
DOI: 10.3208/sandf1972.35.2_117
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The Development of a Substructure On-Line Testing System for Seismic Response Analysis of a Geotechnical System

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Cited by 6 publications
(1 citation statement)
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“…Subsequent development concentrated on evaluating the potential for one-dimensional liquefaction. In such studies, the liquefiable layer was physically modelled by a soil element test, whereas a numerical model was applied to the remaining layers (Adachi et al, 1998;Fujii et al, 2000;Katada and Hakuno, 1982;Kusakabe and Morio, 1995;Sento et al, 2002). In these studies, the soil deformation caused by liquefaction both during and after an earthquake was evaluated.…”
Section: Introductionmentioning
confidence: 99%
“…Subsequent development concentrated on evaluating the potential for one-dimensional liquefaction. In such studies, the liquefiable layer was physically modelled by a soil element test, whereas a numerical model was applied to the remaining layers (Adachi et al, 1998;Fujii et al, 2000;Katada and Hakuno, 1982;Kusakabe and Morio, 1995;Sento et al, 2002). In these studies, the soil deformation caused by liquefaction both during and after an earthquake was evaluated.…”
Section: Introductionmentioning
confidence: 99%