The effects of internal erosion on granular soils used in transport embankments

Johnston, I., Murphy, W. and Holden, J. (2024) The effects of internal erosion on granular soils used in transport embankments. Soils and Foundations, 64 (1). 101424. ISSN 0038-0806

Abstract

Metadata

Item Type: Article
Authors/Creators:
  • Johnston, I.
  • Murphy, W.
  • Holden, J.
Copyright, Publisher and Additional Information:

© 2024 Production and hosting by Elsevier B.V. on behalf of The Japanese Geotechnical Society. This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/)

Keywords: Suffusion; Bender elements; Embankment; Flooding; Seepage; Stiffness; Rail infrastructure; Internal erosion; Soil; Sand
Dates:
  • Published: February 2024
  • Published (online): 23 January 2024
  • Accepted: 4 January 2024
Institution: The University of Leeds
Academic Units: The University of Leeds > Faculty of Engineering & Physical Sciences (Leeds) > School of Civil Engineering (Leeds)
Depositing User: Symplectic Publications
Date Deposited: 22 Jan 2024 14:40
Last Modified: 05 Feb 2024 16:21
Status: Published
Publisher: Elsevier
Identification Number: 10.1016/j.sandf.2024.101424
Open Archives Initiative ID (OAI ID):

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