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Journal:Soil Dynamics and Earthquake Engineering

Abstract:The seismic failure mechanism of a shallow-buried prefabricated corrugated steel utility tunnel on the liquefiable
ground was investigated by the shaking table test and numerical simulation. Firstly, A scaled model of prefabricated
corrugated steel utility tunnel, inside pipelines, and three kinds of brackets were designed and
fabricated. The model system was then excited by two seismic ground motions on a shaking table. Various
dynamic responses of the model system were measured and the interface slip of tunnel and surrounding soil was
also tested by a self-designed transducer. The experiment

Discipline:工学

First-Level Discipline:Civil Engineering

Document Type:J

Volume:141

Issue:2021

ISSN No.:0267-7261

Translation or Not:no

Included Journals:SCI、EI

Indexed by:期刊论文