The Equivalent Sand Particle Diameter Approach to Rationally Estimate the Erosion Behavior of Fine-Grained Riverbed Soils-Reference-Cited by-同舟云学术

The Equivalent Sand Particle Diameter Approach to Rationally Estimate the Erosion Behavior of Fine-Grained Riverbed Soils

Published:2024-03 Issue:3 Volume:150 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Abualshar Basil¹^ORCID,Song Chung R.²,Wood Richard L.³^ORCID,Hashim Awangku Ahmad⁴^ORCID

Affiliation:

1. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of Nebraska-Lincoln, Lincoln, NE 68588 (corresponding author). ORCID: .

2. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Nebraska-Lincoln, Lincoln, NE 68588.

3. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Nebraska-Lincoln, Lincoln, NE 68588. ORCID: .

4. Railroad Bridge Coordinator, HDR, 1917 S 67th St., Omaha, NE 68106. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

https://ascelibrary.org/doi/pdf/10.1061/JGGEFK.GTENG-11901

Reference17 articles.

1. Abualshar B. 2022. “Evaluation of an equivalent mean grain size diameter to rationally predict the erodibility of fine riverbed soils in Nebraska.” MS thesis Dept. of Civil and Environmental Engineering Univ. of Nebraska-Lincoln Lincoln.

2. Measuring soil erodibility using a laboratory ‘mini’ JET;Al-Madhhachi A. S. T.;Trans. ASABE,2013

3. Bolhasan, A., R. L. Wood, B. Abualshar, C. E. Wittich, C. R. Song, J. Guo, and Y. Liao. 2022. Data-driven prioritization and empirical predictions for bridge data-driven prioritization and empirical predictions for bridge scour in Nebraska Scour in Nebraska. Lincoln, NE: Nebraska DOT.

4. Erosion Charts for Selected Geomaterials

5. Bridge scour and the structural engineer;Briaud J. L.;Structure,2006

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