Shake table tests on levees deteriorated by seepage-induced internal erosion in geotechnical centrifuge
Author:
Affiliation:
1. Tokyo Institute of Technology
2. JFE Engineering
3. Tokyo Metro
4. Tokushima University
Publisher
The Japanese Geotechnical Society
Link
https://www.jstage.jst.go.jp/article/jgssp/10/33/10_v10.OS-22-06/_pdf
Reference8 articles.
1. 1) Carman, P.C. (1937): Fluid flow through granular beds. Trans. Inst. Chem. Eng., 15, 150-166.
2. 2) Horikoshi, K. and Takahashi A. (2015): Suffusion-induced change in spatial distribution of fine fractions in embankment subjected to seepage flow, Soils Found., 55(5), 1293-1304. DOI: 10.1016/j.sandf.2015.09.027
3. 3) Johnston, I., Murphy, W. and Holden, J. (2023): Alteration of soil structure following seepage-induced internal erosion in model infrastructure embankments, Transp Geotech, 42, 101111. DOI: 10.1016/j.trgeo.2023.101111
4. 4) Ke, L. and Takahashi, A. (2014): Experimental investigations on suffusion characteristics and its mechanical consequences on saturated cohesionless soil, Soils Found., 54(4), 713-730. DOI: 10.1016/j.sandf.2014.06.024
5. 5) Prasomsri, J. and Takahashi, A. (2020): The role of fines on internal instability and its impact on undrained mechanical response of gap-graded soils, Soils Found., 60(6), 1468-1488. DOI: 10.1016/j.sandf.2020.09.008
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