Experimental Investigations of the Impact of Tsunami-Like Hydraulic Bores on a Square Vertical Structure. I: Pore Pressure Variations-Reference-Cited by-同舟云学术

Experimental Investigations of the Impact of Tsunami-Like Hydraulic Bores on a Square Vertical Structure. I: Pore Pressure Variations

Published:2023-01 Issue:1 Volume:149 Page:
ISSN:0733-950X
Container-title:Journal of Waterway, Port, Coastal, and Ocean Engineering
language:en
Short-container-title:J. Waterway, Port, Coastal, Ocean Eng.

Author:

Rajaie Marieh¹^ORCID,Azimi Amir H.²,Nistor Ioan³^ORCID,Rennie Colin D.⁴

Affiliation:

1. Dept. of Civil Engineering, Univ. of Ottawa, 161 Louis Pasteur Drive, Ottawa, Canada K1N 6N5 (corresponding author). ORCID: .

2. Associate Professor, Dept. of Civil Engineering, Lakehead Univ., 955 Oliver Rd., Thunder Bay, Canada P7B 5E1.

3. Professor, Dept. of Civil Engineering, Univ. of Ottawa, 161 Louis Pasteur Drive, Ottawa, Canada K1N 6N5. ORCID: .

4. Professor, Dept. of Civil Engineering, Univ. of Ottawa, 161 Louis Pasteur Drive, Ottawa, Canada K1N 6N5.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Ocean Engineering,Water Science and Technology,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29WW.1943-5460.0000726

Reference42 articles.

1. Al-Riffai, M., and I. Nistor. 2013. “Influence of boundary seepage on the erodibility of overtopped embankments: A novel measurement and experimental.” In Proc., 35th IAHR World Congress 8–13. Beijing: Tsinghua University Press..

2. Al-Riffai M. 2014. “Experimental study of breach mechanics in overtopped noncohesive earthen embankments.” Ph.D. thesis Dept. of Civil Engineering Univ. of Ottawa.

3. ASTM. 2014. Standard test methods for minimum index density and unit weight of soils and calculation of relative density. ASTM D4254. Committee D-18 on Soil and Rock. West Conshohocken, PA: ASTM.

4. Tsunami Surges on Dry Coastal Plains: Application of Dam Break Wave Equations

5. Modeling Dam Break Behavior over a Wet Bed by a SPH Technique

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