Seismic performance analysis of underground structures based on random field model of soil mechanical parameters

Soils with spatial variability are the product of natural history. The mechanical properties tested by soil samples from boreholes in the same soil layer may be different. Underground structure service in surrounding soils, their seismic response is controlled by the deformation of the surrounding s...

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Bibliographic Details
Main Authors: Chao Ma, Shenghui Zhou, Jingwei Chi
Format: Article
Language:English
Published: KeAi Communications Co. Ltd. 2022-10-01
Series:Earthquake Research Advances
Subjects:
Online Access:http://www.sciencedirect.com/science/article/pii/S2772467022000616