Transient Response of an Unsaturated Single-Layer Seabed Subjected to a Vertical Compressional Wave-Reference-Cited by-同舟云学术

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Transient Response of an Unsaturated Single-Layer Seabed Subjected to a Vertical Compressional Wave

Published:2024-07 Issue:7 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Ma Rong¹,Shan Zhendong²^ORCID,Jing Liping¹

Affiliation:

1. Key Laboratory of Earthquake Engineering and Engineering Vibration, Institute of Engineering Mechanics, China Earthquake Administration, Harbin 150080, PR China; Key Laboratory of Earthquake Disaster Mitigation, Ministry of Emergency Management, Harbin 150080, PR China.

2. Key Laboratory of Earthquake Engineering and Engineering Vibration, Institute of Engineering Mechanics, China Earthquake Administration, Harbin 150080, PR China; Key Laboratory of Earthquake Disaster Mitigation, Ministry of Emergency Management, Harbin 150080, PR China (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8185

Reference26 articles.

1. Analysis of the Propagation of Sound Waves in Partially Saturated Soils by Means of a Macroscopic Linear Poroelastic Model

2. Ocean Bottom Hydrodynamic Pressure due to Vertical Seismic Motion

3. Seismic-induced dynamic responses in a poro-elastic seabed: Solutions of different formulations

4. Effect of vertical seismic motion on the dynamic response and instantaneous liquefaction in a two-layer porous seabed

5. One-dimensional transient wave propagation in fluid-saturated incompressible porous media

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