Time-based failure analysis of compressed riverbank riprap-Reference-Cited by-同舟云学术

Time-based failure analysis of compressed riverbank riprap

Published:2016-08-23 Issue:2 Volume:55 Page:224-235
ISSN:0022-1686
Container-title:Journal of Hydraulic Research
language:en
Short-container-title:Journal of Hydraulic Research

Author:

Jafarnejad Mona¹,Franca Mário J.²,Pfister Michael²³,Schleiss Anton J.⁴

Affiliation:

1. Research Assistant, Laboratory of Hydraulic Constructions (LCH), École Polytechnique Fédérale de Lausanne (EPFL), Lausanne, Switzerland

2. (IAHR Member), Research and Teaching Associate, Laboratory of Hydraulic Constructions (LCH), École Polytechnique Fédérale de Lausanne (EPFL), Lausanne, Switzerland

3. Professor, Civil Engineering Department, Haute Ecole d'Ingénierie et d'Architecture (HEIA-FR, HES-SO), 1705 Fribourg, Switzerland

4. (IAHR Member), Professor, Laboratory of Hydraulic Constructions (LCH), École Polytechnique Fédérale de Lausanne (EPFL), Lausanne, Switzerland

Funder

Swiss Federal Office for the Environment (FOEN)

Publisher

Informa UK Limited

Subject

Water Science and Technology,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/00221686.2016.1212940

Reference27 articles.

1. Round-Shaped Riprap Stabilization in Overtopping Flow

2. Blodgett, J. C. & McConaughy, C. E. (1986a). Rock riprap design for protection of stream channels near highway structures: Volume 1 – Hydraulic characteristics of open channels (Water-Resources Investigations Report 86–4127). Sacramento, CA: US Geological Survey.

3. Blodgett, J. C. & McConaughy, C. E. (1986b). Rock riprap design for protection of stream channels near highway structures: Volume 2 – Evaluation of riprap design procedures (Water-Resources Investigations Report 86–4128). Sacramento, CA: US Geological Survey.

4. Riprap Stability: Transverse and Longitudinal versus Continuous Protections

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