Response of a Porous Seabed around an Immersed Tunnel under Wave Loading: Meshfree Model

Response of a Porous Seabed around an Immersed Tunnel under Wave Loading: Meshfree Model

Seabed instability surrounding an immersed tunnel is a vital engineering issue regarding the design and maintenance for submarine tunnel projects. In this study, a numerical model based on the local radial basis function collocation method (LRBFCM) is developed to evaluate the seabed behaviour in a...

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Bibliographic Details
Main Authors: Shuang Han, Dong-Sheng Jeng, Chia-Cheng Tsai
Format: Article
Language:English
Published: MDPI AG 2019-10-01
Series:Journal of Marine Science and Engineering
Subjects:
meshfree method
varans
biot’s “<i>u</i> − <i>p</i>” approximation
wave-current induced seabed response
immersed tunnel
Online Access:https://www.mdpi.com/2077-1312/7/10/369

Internet

https://www.mdpi.com/2077-1312/7/10/369

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