Dynamic response of a poro-elastic soil to the action of long water waves: Determination of the maximum liquefaction depth as an eigenvalue problem-Reference-Cited by-同舟云学术

Dynamic response of a poro-elastic soil to the action of long water waves: Determination of the maximum liquefaction depth as an eigenvalue problem

Published:2017-09 Issue: Volume:67 Page:213-224
ISSN:0141-1187
Container-title:Applied Ocean Research
language:en
Short-container-title:Applied Ocean Research

Author:

Arcos E.,Bautista E.,Méndez F.

Funder

Instituto Politécnico Nacional

Proyecto Apoyado por el Fondo Sectorial de Investigación para la Educación

Publisher

Elsevier BV

Subject

Ocean Engineering

Reference36 articles.

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3. Large breakwater toe failures;Smith;J. Waterw. Port C-ASCE,1983

4. Interaction between ocean waves and seabed;Barends;Proceeding of International Conference on Geotechnical Eng. Coast,1991

5. Definition of terms related to liquefaction;Marcuson;J. Geotechn. Eng. Div.,1978

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