Littérature scientifique sur le sujet « SRICOS-EFA »
Créez une référence correcte selon les styles APA, MLA, Chicago, Harvard et plusieurs autres
Sommaire
Consultez les listes thématiques d’articles de revues, de livres, de thèses, de rapports de conférences et d’autres sources académiques sur le sujet « SRICOS-EFA ».
À côté de chaque source dans la liste de références il y a un bouton « Ajouter à la bibliographie ». Cliquez sur ce bouton, et nous générerons automatiquement la référence bibliographique pour la source choisie selon votre style de citation préféré : APA, MLA, Harvard, Vancouver, Chicago, etc.
Vous pouvez aussi télécharger le texte intégral de la publication scolaire au format pdf et consulter son résumé en ligne lorsque ces informations sont inclues dans les métadonnées.
Articles de revues sur le sujet "SRICOS-EFA"
Rahimnejad, Reza, et 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 (janvier 2017) : 19–28. http://dx.doi.org/10.3141/2657-03.
Texte intégralBriaud, J. L., H. C. Chen, Y. Li et P. Nurtjahyo. « SRICOS-EFA Method for Complex Piers in Fine-Grained Soils ». Journal of Geotechnical and Geoenvironmental Engineering 130, no 11 (novembre 2004) : 1180–91. http://dx.doi.org/10.1061/(asce)1090-0241(2004)130:11(1180).
Texte intégralBriaud, J. L., H. C. Chen, Y. Li, P. Nurtjahyo et J. Wang. « SRICOS-EFA Method for Contraction Scour in Fine-Grained Soils ». Journal of Geotechnical and Geoenvironmental Engineering 131, no 10 (octobre 2005) : 1283–94. http://dx.doi.org/10.1061/(asce)1090-0241(2005)131:10(1283).
Texte intégralHam, Soo-Min, Tae-Hyuk Kwon et 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.
Texte intégralThèses sur le sujet "SRICOS-EFA"
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.
Texte intégralGhelardi, 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.
Texte intégralThesis 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.
Zaidan, Jana. « Scοur investigatiοn arοund a bridge pier fοunded in cοhesive sοil ». Electronic Thesis or Diss., Normandie, 2023. http://www.theses.fr/2023NORMLH22.
Texte intégralLocal scour is considered to be one of the main causes of bridge failure and collapse. Laboratory experiments are a crucial and important approach for the scour process investigation. Yet, there is no robust and standard instrumentation for tracking the evolution of this physical phenomenon in laboratory studies. There are several flume-based studies of scour around a circular bridge pier on cohesionless soil. However, the bed of natural alluvial channels often contains cohesive sediments. Comparatively, there is a limited research on local scour around circular pier founded in cohesive beds that has been documented. In this PhD research, a 3D Laser Scanner is used to monitor scour around a circular pier. The results obtained with this technique, in line with previous research, in particular that carried out on a sandy bed, demonstrate its effectiveness. The technique offers advantages such as continuous spatiotemporal monitoring, but also many limitations. In a next step, the study focused on the effect of the type and proportion of fines in the sediment mixture on the depth and the shape of the scour hole and the temporal propagation of scour process around a circular pier. Results show that increasing the clay in the fine fraction reduce significantly the scour. The mixture with a range around 7.5-10 % of clay fines content provides the threshold composition for coherent soil behavior in scouring process. In addition, scour depth prediction for bridge piers in cohesive soil is not yet fully developed. In engineering practice, scour depth estimation methods currently used are those proposed for sand bed. Many researches aimed to adress a method to optimize the design of bridge piers in the case of cohesive soil. Among the different methods, the one based on the use of the EFA (Erosion Function Apparatus) erodimeter and called SRICOS (Scour Rate In COhesive Soil) was examined as part of this work in order to predict the deepest scour in cohesive bed
Actes de conférences sur le sujet "SRICOS-EFA"
Briaud, Jean-Louis. « The SRICOS-EFA Method ». Dans Contributions in Honor of George G. Gobel. Reston, VA : American Society of Civil Engineers, 2004. http://dx.doi.org/10.1061/40743(142)19.
Texte intégral