JKSCE
KSCE JOURNAL OF CIVIL AND
ENVIRONMENTAL ENGINEERING RESEARCH
KSCE
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ISSN : 1015-6348 (Print)
ISSN : 2799-9629 (Online)
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Journal of the Korean Society of Civil Engineers
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KSCE J. Civ. Environ. Eng. Res.
Open Access, Bi-monthly
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2023-02
(v.43 n.1)
10.12652/Ksce.2023.43.1.0055
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References
1
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2
Chen, J., Wang, S., Liang, Y., Wang, Y. and Luo, Y. (2015). “Experimental investigation of the erosion mechanisms of piping.” Soil Mechanics and Foundation Engineering, Vol. 52, No. 5, pp. 301-309.
3
Dirkx, W. J., van Beek, R. and Bierkens, M. (2020). “The influence of grain size distribution on the hydraulic gradient for initiating backward erosion.” Water, Vol. 12, No. 9, 2644.
4
Hoffmans, G. and van Rijn, L. V. (2017). “Hydraulic approach for predicting piping in dikes.” Journal of Hydraulic Research, Vol. 56, No. 2, pp. 268-281.
5
Robbins, B. A., Griffiths, D. V. and Fentonc, G. A. (2021). “Random finite element analysis of backward erosion piping.” Computers and Geotechnics, Vol. 138, 104322.
6
Robbins, B. A., Montalvo-Bartolome, A. M. and Griffiths, D. V. (2020). “Analyses of backward erosion progression rates from small-scale flume experiments.” Journal of Geotechnical and Geoenvironmental Engineering, Vol. 146, No. 9.
7
van Beek, V. M. (2015). Backward erosion piping initiation and progression, Doctoral Thesis, Delft University of Technology, The Netherlands.
8
Vandenboer, K., Celette, F. and Bezuijen, A. (2019). “The effect of sudden critical and supercritical hydraulic loads on backward erosion piping: small-scale experiments.” Acta Geotechnica, Vol. 14, No. 3, pp. 783-794.
9
Xiao, Y. P., Cao, H. and Zhai C. (2018). “Analytical and experimental investigation of a disturbed zone around a pipe in sand.” Journal of the Brazilian Society of Mechanical Sciences and Engineering, Vol. 40, No. 4.
10
Xiao, Y., Cao, H. and Luo, G. (2019). “Experimental investigation of the backward erosion mechanism near the pipe tip.” Acta Geotechnica, Vol. 14, No. 3, pp. 767-781.
11
Yao, Q., Ding, L., Sun, D., Liu, C. and Zhang, Q. (2007). “Experimental studies on piping in single-and two-stratum dike foundations.” Water Resource and Hydropower Engineering, Vol. 38, No. 2, pp. 13-18.