An analytical method to estimate failure plane angle and tension crack depth for use in riverbank stability analyses-Reference-Cited by-同舟云学术

An analytical method to estimate failure plane angle and tension crack depth for use in riverbank stability analyses

Published:2010-11 Issue:1-2 Volume:123 Page:74-83
ISSN:0169-555X
Container-title:Geomorphology
language:en
Short-container-title:Geomorphology

Author:

Taghavi M.,Dovoudi M.H.,Amiri-Tokaldany E.,Darby S.E.

Publisher

Elsevier BV

Subject

Earth-Surface Processes

Reference22 articles.

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2. Amiri-Tokaldany, E., 2002. A model of bank erosion and equilibrium bed topography in river bends. Ph.D. thesis, Department of Civil and Environmental Engineering, University of Southampton, Southampton, England.

3. Bank stability analysis for predicting reach-scale land loss and sediment yield;Amiri-Tokaldany;Journal of the American Water Resources Association,2003

4. River width adjustment. I: processes and mechanisms;Journal of Hydraulic Engineering ASCE,1998

5. Tensile strength, tension cracks, and stability of slopes. Soils and foundations;Baker;Japanese Society of Soil Mechanics and Foundation Engineering,1981

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