On the hydraulics of flow in cracks in embankment dam cores-Reference-Cited by-同舟云学术

On the hydraulics of flow in cracks in embankment dam cores

Published:2022-06-28 Issue:3 Volume:27 Page:1367-1382
ISSN:1964-8189
Container-title:European Journal of Environmental and Civil Engineering
language:en
Short-container-title:European Journal of Environmental and Civil Engineering

Author:

Peirson William L.¹²^ORCID,Prapakaran Vishakulan³,Fell Robin³,Douglas Kurt³

Affiliation:

1. New College, UNSW Sydney, Sydney, NSW, Australia

2. Water Research Laboratory, School of Civil and Environmental Engineering, UNSW Sydney, Sydney, NSW, Australia

3. School of Civil and Environmental Engineering, Univ. of New South Wales, Sydney, NSW, Australia

Publisher

Informa UK Limited

Subject

Civil and Structural Engineering,Environmental Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/19648189.2022.2081993

Reference15 articles.

1. Fell, R., Foster, M., Davidson, R., Cyganiewicz, J., Sills, G. & Vroman, N. (2009). A Unified Method for Estimating Probabilities of Failure of Embankment Dams by Internal Erosion and Piping. UNICIV Report R 446, The School of Civil and Environmental Engineering, University of New South Wales, Sydney, Australia 2052. ISBN:85841 413 9. www.unsw.edu.au/engineering/our-schools/civil-and-environmental-engineering/our-research/uniciv-reports

2. Theoretical End-Depth-Discharge Relationship for Free Overfall

3. Hydraulics of Plane Free Overfall

4. Transverse cracking in embankment dams resulting from cross-valley differential settlements

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