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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Main Authors: | , , , , , |
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Format: | Article |
Language: | English |
Published: |
MDPI AG
2024-11-01
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Series: | Journal of Marine Science and Engineering |
Subjects: | |
Online Access: | https://www.mdpi.com/2077-1312/12/12/2183 |
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