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Relevant bibliographies by topics / SRICOS-EFA

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Journal articles
Dissertations / Theses
Conference papers

Academic literature on the topic 'SRICOS-EFA'

Author: Grafiati

Published: 22 June 2024

Last updated: 31 July 2025

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Journal articles on the topic "SRICOS-EFA"

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Rahimnejad, Reza, and Phillip S. K. Ooi. "Model for the Erosion Rate Curve of Cohesive Soils." Transportation Research Record: Journal of the Transportation Research Board 2657, no. 1 (2017): 19–28. http://dx.doi.org/10.3141/2657-03.

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The scour rate found by the cohesive soil-erosion function apparatus (SRICOS-EFA) method provides more accurate and realistic scour predictions than the Richardson and Davis equation, which tends to overpredict scour, especially in cohesive soils. Scour of cohesive soil occurs more slowly than scour of cohesionless soils. The time-dependent nature of scour of cohesive soils can be understood by considering both the variation of flood intensity over time and the scour characteristics of the soil, with an erosion rate curve obtained with an erosion function apparatus (EFA). One drawback of the S

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Briaud, J. L., H. C. Chen, Y. Li, and P. Nurtjahyo. "SRICOS-EFA Method for Complex Piers in Fine-Grained Soils." Journal of Geotechnical and Geoenvironmental Engineering 130, no. 11 (2004): 1180–91. http://dx.doi.org/10.1061/(asce)1090-0241(2004)130:11(1180).

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3

Briaud, J. L., H. C. Chen, Y. Li, P. Nurtjahyo, and J. Wang. "SRICOS-EFA Method for Contraction Scour in Fine-Grained Soils." Journal of Geotechnical and Geoenvironmental Engineering 131, no. 10 (2005): 1283–94. http://dx.doi.org/10.1061/(asce)1090-0241(2005)131:10(1283).

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Ham, Soo-Min, Tae-Hyuk Kwon, and Ilhan Chang. "Preliminary study on P-wave monitoring of soil erosion in SRICOS-EFA method." Japanese Geotechnical Society Special Publication 2, no. 50 (2016): 1757–60. http://dx.doi.org/10.3208/jgssp.kor-32.

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Dissertations / Theses on the topic "SRICOS-EFA"

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Wang, Jun. "The SRICOS-EFA method for complex pier and contraction scour." Diss., Texas A&M University, 2004. http://hdl.handle.net/1969.1/392.

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A method called SRICOS-EFA is presented in this dissertation for scour prediction. The method is based on the calculation of two basic parameters: the maximum depth of scour and the initial rate of scour. The maximum depth of scour is based on an equation obtained from flume tests and the initial rate is based on an equation giving the initial shear stress obtained from numerical simulations. The initial scour rate is then read on the Erosion Function Apparatus (EFA) erosion function curve at the corresponding value of the calculated shear stress. A hyperbola is used to connect the initial sco

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Ghelardi, Veronica M. "Estimation of long term bridge pier scour in cohesive soils at Maryland bridges using EFA/SRICOS." College Park, Md. : University of Maryland, 2004. http://hdl.handle.net/1903/1816.

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Thesis (M.S.) -- University of Maryland, College Park, 2004.<br>Thesis research directed by: Dept. of Civil and Environmental Engineering. Title from t.p. of PDF. Includes bibliographical references. Published by UMI Dissertation Services, Ann Arbor, Mich. Also available in paper.

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3

Zaidan, Jana. "Scοur investigatiοn arοund a bridge pier fοunded in cοhesive sοil". Electronic Thesis or Diss., Normandie, 2023. http://www.theses.fr/2023NORMLH22.

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L’affouillement local autour des piles est considéré comme un des principaux risques de rupture et d’effondrement des ponts. Les expériences en laboratoire sont un élément crucial de l’étude du processus d’affouillement. Pourtant, il n’existe pas d’instrument robuste et standard pour suivre l’évolution de ce phénomène physique dans les études de laboratoire. Les études expérimentales en canal sur l’affouillement autour d’une pile circulaire dans un sol non cohésif sont nombreuses. Cependant, le lit des canaux alluviaux naturels contient souvent des sédiments cohésifs. Comparativement, il exist

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Conference papers on the topic "SRICOS-EFA"

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Briaud, Jean-Louis. "The SRICOS-EFA Method." In Contributions in Honor of George G. Gobel. American Society of Civil Engineers, 2004. http://dx.doi.org/10.1061/40743(142)19.

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