Simulation Method and Application of Non-Stationary Random Fields for Deeply Dependent Seabed Soil Parameters

The spatial variability of geotechnical parameters, such as soil shear wave velocity (<i>V</i><sub>s</sub>), exhibits significant nonlinearity and non-stationarity with respect to depth (<i>h</i>) due to the influence of overlying stress. Existing stochastic field...

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Bibliographic Details
Main Authors: Zhengyang Zhang, Guanlan Xu, Fengqian Pan, Yan Zhang, Junpeng Huang, Zhenglong Zhou
Format: Article
Language:English
Published: MDPI AG 2024-11-01
Series:Journal of Marine Science and Engineering
Subjects:
Online Access:https://www.mdpi.com/2077-1312/12/12/2183
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