41 citations as recorded by crossref.

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2. Modelling Time-Dependent Flow through Railway Ballast R. Alrdadi & M. Meylan 10.3390/fluids8060170
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5. Fiber-reinforced internally unstable soil against suffusion failure K. Yang et al. 10.1016/j.conbuildmat.2019.06.142
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7. Flood-resilient governance in Okanagan valley of British Columbia: current practices and future directives S. Ishaq et al. 10.1139/er-2022-0006
8. Assessment of Sidoarjo mud flow embankment stability using very low frequency electromagnetic method . Sungkono et al. 10.1007/s12665-018-7333-6
9. Influence of density on the post-suffusion behavior of gap-graded sand with fines M. Bedja et al. 10.1016/j.sandf.2022.101159
10. Forensic Study of Slope Failure Case During Heavy Rainfall: Suggested Preventative and Remedial Measures D. Srivastava et al. 10.1007/s10706-020-01247-z
11. Comparative Performance of Steel Drainage Pipes Against Flood-Induced Deformation in River Levee J. Singh et al. 10.1007/s10706-022-02166-x
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13. Integrated approach to determine highway flooding and critical points of drainage A. Pedrozo-Acuña et al. 10.1016/j.trd.2016.11.004
14. Xanthan gum biopolymer-based soil treatment as a construction material to mitigate internal erosion of earthen embankment: A field-scale Y. Kwon et al. 10.1016/j.conbuildmat.2023.131716
15. Assessing the Internal Stability of Filters Designed by the NRCS Procedure Y. Dallo et al. 10.1007/s13369-013-0882-9
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19. Performance-based analysis of earth dams: a case study of Hajji Qushan watershed, Iran V. Gholami & M. Khaleghi 10.1007/s40808-021-01168-7
20. Levee reliability analyses for various flood return periods – a case study in southern Taiwan W. Huang et al. 10.5194/nhess-15-919-2015
21. Hydraulic response of fibre-reinforced sand subject to seepage K. Yang et al. 10.1680/jgein.17.00017
22. Railway embankment failure due to ballast layer breach caused by inundation flows R. Tsubaki et al. 10.1007/s11069-017-2789-3
23. Train induced pore water pressure generation model: numerical comparison A. Mekonnen 10.21595/jve.2018.20253
24. Climate change and European rivers: An eco‐hydromorphological perspective R. O'Briain 10.1002/eco.2099
25. A review of floodwater impacts on the stability of transportation embankments I. Johnston et al. 10.1016/j.earscirev.2021.103553
26. On the evaluation of internal stability of gap-graded soil: a status quo review Z. Xu & Y. Ye 10.1007/s11069-022-05317-8
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28. Predicting River Embankment Failure Caused by Toe Scour Considering 1D and 2D Hydraulic Models: A Case Study of Da-An River, Taiwan C. Chang et al. 10.3390/w12041026
29. Modelling Experimental Measurements of Fluid Flow through Railway Ballast R. Alrdadi & M. Meylan 10.3390/fluids7030118
30. Laboratory Model Test on Contact Erosion of Dispersive Soil Beneath Pavement Layers P. Jegatheesan et al. 10.1520/GTJ20140179
31. Modeling of permeability for granular soils considering the particle size distribution Y. Tang et al. 10.1007/s10035-023-01323-0
32. Modeling Analysis of the Upper Limit Water Level Mechanism in the Upstream Reservoir of a Dam Embankment S. Xu et al. 10.1155/2020/8850681
33. Integrating Cluster Analysis into Multi-Criteria Decision Making for Maintenance Management of Aging Culverts F. Marsili & J. Bödefeld 10.3390/math9202549
34. The Seepage Evolution Characteristics in Undisturbed Loess under Dynamic Preferential Flow: New Insights from X-ray Computed Tomography X. Li et al. 10.3390/w15162963
35. Effects of hydraulic uncertainty on slope stability in an embankment dam X. Chen et al. 10.1088/1755-1315/865/1/012033
36. Reliability Coupled Sensitivity Analysis of Water-Front GRS Wall Using Monte Carlo Simulation V. Jha et al. 10.1007/s40098-023-00742-3
37. Dam break study and its flood risk in Gurara watershed-Nigeria under varied spatio-temporal conditions by integrating HSPF and HEC–RAS models A. Bello et al. 10.1007/s12665-024-11425-4
38. Centrifugal tests on minimization of flood-induced deformation of levees by steel drainage pipes J. Singh et al. 10.1016/j.sandf.2018.12.008
39. Rainfall-induced transportation embankment failure: A review X. Linrong et al. 10.1515/geo-2022-0558
40. Levee body seepage: a refinement of an expeditious procedure for fragility curves and vulnerability diagrams’ assessment S. Barbetta et al. 10.2166/nh.2017.101
41. Contact erosion initiated by clay dispersion beneath pavement layers S. Premkumar et al. 10.1080/17486025.2020.1827161