Buckling analogy for 2D deformation of placed ripraps exposed to overtopping-Reference-Cited by-同舟云学术

Buckling analogy for 2D deformation of placed ripraps exposed to overtopping

Published:2020-04-15 Issue:1 Volume:59 Page:109-119
ISSN:0022-1686
Container-title:Journal of Hydraulic Research
language:en
Short-container-title:Journal of Hydraulic Research

Author:

Ravindra Ganesh H. R.¹^ORCID,Sigtryggsdottir Fjola G.²^ORCID,Lia Leif³

Affiliation:

1. PhD Student, Department of Civil and Environmental Engineering, Norwegian University of Science and Technology (NTNU), Trondheim, Norway(author for correspondence)

2. Associate Professor, Department of Civil and Environmental Engineering, Norwegian University of Science and Technology (NTNU), Trondheim, Norway

3. Professor, Department of Civil and Environmental Engineering, Norwegian University of Science and Technology (NTNU), Trondheim, Norway

Publisher

Informa UK Limited

Subject

Water Science and Technology,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/00221686.2020.1744745

Reference23 articles.

1. Riprap Design for Overtopping Flow

2. Abt, S. R. & Thornton, C. I. (2014). Riprap design for overtopping – Man do i need a martini!. World Environment and Water Resources Congress, 1936, 1191–1198.

3. Evaluation of Overtopping Riprap Design Relationships

4. Dornack, S. (2001). Uberstrombare Damme-Beitrag zur Bemessung von Deckwerken aus Bruchsteinen [Overtopping dams-Design criteria for riprap] (PhD Thesis). Technische Univer sitat Dresden.

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