发表刊物：Soil Dynamics and Earthquake Engineering

摘要：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

学科门类：工学

一级学科：土木工程

文献类型：J

卷号：141

期号：2021

ISSN号：0267-7261

是否译文：否

收录刊物：SCI、EI

论文类型：期刊论文