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Journal of Hydraulic Research Volume 50, 2012 - Issue 2
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Research papers

Local scour at bridge abutments in cohesive soil

Mokhles M. Abou-Seida Irrigation and Hydraulics Department, Faculty of Engineering, Cairo University, Elorman, Cairo, Egypt E-mail: [email protected]
,
Gamal H. Elsaeed Civil Engineering Department, Faculty of Engineering (Shobra), Banha University, 108 Shobra Street, Cairo, 11625, EgyptCorrespondence[email protected]
,
Tarek M. Mostafa Irrigation and Hydraulics Department, Faculty of Engineering, Cairo University, Cairo, Egypt E-mail: [email protected]
&
Elzahry F. Elzahry Civil Engineering Department, Faculty of Engineering (Shobra), Banha University, 108 Shobra Street, Cairo, 11625, Egypt E-mail: [email protected]
Pages 171-180 | Received 16 Dec 2011, Accepted 31 Oct 2012, Published online: 31 Jan 2012

Citations (16)

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Read on this site (3)

A. S. Lodhi, R. K. Jain, P. K. Sharma & Nilav Karna. (2021) Influence of cohesion on scour at wake of partially submerged spur dikes in cohesive sediment mixtures. ISH Journal of Hydraulic Engineering 27:2, pages 123-134.
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A.S. Lodhi, R.K. Jain & P.K. Sharma. (2016) Influence of cohesion on scour around submerged dike founded in clay–sand–gravel mixtures. ISH Journal of Hydraulic Engineering 22:1, pages 70-87.
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Koustuv Debnath, Susanta Chaudhuri & Mrinal K. Manik. (2014) Local scour around abutment in clay/sand-mixed cohesive sediment bed. ISH Journal of Hydraulic Engineering 20:1, pages 46-64.
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Articles from other publishers (13)

Abubaker Sami Dheyab & Mustafa Günal. (2023) Experimental Investigation on the Effectiveness of Nanosilica for Reducing Local Scour Around Cylindrical Bridge Piers. Arabian Journal for Science and Engineering 49:4, pages 5625-5637.
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Lalit Kumar, Mohammad Saud Afzal & Somshubhra Ghosh. (2023) A novel-tuned Custom ensemble machine learning model to predict abutment scour depth in clear water conditions. AQUA — Water Infrastructure, Ecosystems and Society 72:5, pages 798-813.
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Hosein Nezaratian, Amin Hassanjabbar & Peng Wu. (2023) Estimation of maximum scour depth around bridge piers under ice-covered conditions using data-driven methods. International Journal of Sediment Research 38:2, pages 191-202.
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Jun WangZhixing HouHongjian SunBihe FangJueyi SuiBryan Karney. (2021) Local scour around a bridge pier under ice-jammed flow condition – an experimental study. Journal of Hydrology and Hydromechanics 69:3, pages 275-287.
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Anoop Kumar, B. N. Advith Ganesh, Shubham Vats, P. Sumanth, T. Gangadharaiah & K. H. Mamatha. 2021. Recent Trends in Civil Engineering. Recent Trends in Civil Engineering 393 404 .
Hossein Bonakdari, Fatemeh Moradi, Isa Ebtehaj, Bahram Gharabaghi, Ahmed A. Sattar, Amir Hossein Azimi & Artur Radecki-Pawlik. (2020) A Non-Tuned Machine Learning Technique for Abutment Scour Depth in Clear Water Condition. Water 12:1, pages 301.
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Irina Markova & Yuliya Bryanskaya. (2019) Restrained fall velocity of suspended solids particles sedimentation in still water. E3S Web of Conferences 91, pages 07004.
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Ahmed M. A. Sattar, Karol Plesiński, Artur Radecki-Pawlik & Bahram Gharabaghi. (2018) Scour depth model for grade-control structures. Journal of Hydroinformatics 20:1, pages 117-133.
Crossref
Wen-Dar Guo, Jian-Hao Hong, Cheng-Hsin Chen, Chih-Chiang Su & Jihn-Sung Lai. (2017) A Simplified Simulation Method for Flood-Induced Bend Scour—A Case Study Near the Shuideliaw Embankment on the Cho-Shui River. Water 9:5, pages 324.
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O Lauva, G Klive & B Gjunsburgs. (2015) Evaluation of Time of Scour at Guide Banks in Plain Rivers. IOP Conference Series: Materials Science and Engineering 96, pages 012035.
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Matteo Postacchini & Maurizio Brocchini. (2015) Scour depth under pipelines placed on weakly cohesive soils. Applied Ocean Research 52, pages 73-79.
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Mohamed Elhakeem & Ahmed M. A. Sattar. (2015) An entrainment model for non‐uniform sediment. Earth Surface Processes and Landforms 40:9, pages 1216-1226.
Crossref
Oskars LAUVA & Boriss GJUNSBURGS. (2015) SCOUR DURATION AT STRUCTURES AT STEADY FLOW CONDITIONS. SCOUR DURATION AT STRUCTURES AT STEADY FLOW CONDITIONS.

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