EXPERIMENTAL AND NUMERICAL STUDY ON OVERHANGING FAILURE OF RIVER BANK
Author:
Affiliation:
1. Division of Field Engineering for Environment, Graduate School of Engineering, Hokkaido University
Publisher
Japan Society of Civil Engineers
Link
https://www.jstage.jst.go.jp/article/jscejhe/71/4/71_22/_pdf
Reference13 articles.
1. 1) Rinaldi, M. and Darby, S.E.: Modelling river-bank-erosion processes and mass failure mechanisms: progress towards fully coupled simulations, Gravel-Bed Rivers 6 - From Process Understanding to River Restoration, Series Developments in Earth Surface Processes, pp.213-239, 2008.
2. 2) Jang, C. and Shimizu, Y.: Numerical simulation of relative wide, shallow channels with erodible banks, J. Hydraul. Eng., 131, pp.565-575, 2005.
3. 3) Osman, A.M. and Colin, R.T.: Riverbank stability analysis. I: theory, J. Hydraul. Eng., 114, pp.134-150, 1988.
4. 4) Thorne, C.R. and Tovey, N.K.: Stability of composite river banks, Earth Surface Processes and Landforms, 6, pp.469-484, 1981.
5. 5) Abam, T.K.S.: Genesis of channel bank overhangs in the Niger analysis of mechanisms of failure, Geomorphology, 18, pp. 151-164, 1997.
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