Response of buried pipelines to repeated shaking in liquefiable soils through model tests
نویسندگان
چکیده
Liquefaction hazard induced by seismic events might affect the stability of buried pipelines, with permanent displacements embedded structure as a consequence. In this context, pipe uplift is main concern, already widely discussed in literature. paper, further insights to assess phenomenon and related effects on pipelines are provided based results shaking table tests pipes different apparent unit weight. A multiple sequence adopted each model. Among others, data here reported confirms that, liquefaction occurrence, upward displacement expected for an weight smaller or equal sand deposit; opposite larger The vertical initiated first earthquake that induces extensively soil deposit. rate higher shaking, then it reduces next earthquakes even bigger amplitude. onset varies successive depending magnitude input motion, relative density structure. transient horizontal movement transversal cross section pipe, due loading inducing deposit, can be significant induce damages.
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ژورنال
عنوان ژورنال: Soil Dynamics and Earthquake Engineering
سال: 2021
ISSN: ['1879-341X', '0267-7261']
DOI: https://doi.org/10.1016/j.soildyn.2021.106629