Local scour around bridge abutments: Assessment of accuracy and conservatism-Reference-Cited by-同舟云学术

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Local scour around bridge abutments: Assessment of accuracy and conservatism

Published:2023-04 Issue: Volume:619 Page:129280
ISSN:0022-1694
Container-title:Journal of Hydrology
language:en
Short-container-title:Journal of Hydrology

Author:

Shahriar Azmayeen R.^ORCID,Gabr Mohammed A.^ORCID,Montoya Brina M.,Ortiz Alejandra C.^ORCID

Funder

North Carolina Department of Transportation

Publisher

Elsevier BV

Subject

Water Science and Technology

Reference47 articles.

1. Evaluating scour at bridges;Arneson;Hydraulic Engineering Circular,2012

2. Gene-expression programming to predict scour at a bridge abutment;Azamathulla;Journal of Hydroinformatics,2012

3. Evaluation of abutment scour equations from NCHRP projects 24–15(2) and 24–20 using laboratory and field data, NCHRP 24–20(2);Benedict,2014

4. Effects of time and channel geometry on scour at bridge abutments;Cardoso;Journal of Hydraulic Engineering, ASCE,1999

5. Chee, R. K. W. (1982). “Live-bed scour at bridge piers.” Rep. No. 290, School of Engineering, The University of Auckland, New Zealand.

Cited by 1 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Interpretable machine learning scheme for predicting bridge pier scour depth;Computers and Geotechnics;2024-06

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