Alteration of soil structure following seepage-induced internal erosion in model infrastructure embankments
Author:
Publisher
Elsevier BV
Subject
Geotechnical Engineering and Engineering Geology,Transportation,Civil and Structural Engineering
Reference32 articles.
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4. Bennett EH. Court of Appeal. Whalley v. Lancashire and Yorkshire Railway Co. The American Law Register (1852-1891), 1884; 32: 633-640.
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1. Experimental study on backward erosion piping of a double-layer dike foundation under variable exit geometries;Transportation Geotechnics;2024-09
2. The effects of internal erosion on granular soils used in transport embankments;Soils and Foundations;2024-02
3. Shake table tests on levees deteriorated by seepage-induced internal erosion in geotechnical centrifuge;Japanese Geotechnical Society Special Publication;2024
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