Performance of Pipelines During Soil Liquefactionby Masakatsu Miyajima, Kanazawa Univ, Kanazawa, Japan,
Masaru Kitaura, Kanazawa Univ, Kanazawa, Japan,
Abstract: This paper presents the behavior of buried pipelines during soil liquefaction through reconnaissance work after the 1989 Loma Prieta Earthquake and response analysis based on a beam theory. The results of response analysis suggest that great consideration should be given to vibration-induced pipe strains during liquefaction.
Subject Headings: Soil liquefaction | Soil-pipe interaction | Buried pipes | Soil analysis | Earthquakes | Vibration | Beams | North America | California | United States
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