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Cited article:

On the role of partially saturated soil strength in the stability analysis of a river embankment under steady-state and transient seepage conditions

Guido Gottardi, Carmine Gerardo Gragnano

E3S Web Conf., 9 (2016) 19002

Published online: 2016-09-12

DOI: https://doi.org/10.1051/e3sconf/20160919002

This article has been cited by the following article(s):

A new technique for deep in situ measurements of soil water retention behaviour

Irene Rocchi, Carmine Gerardo Gragnano, Laura Govoni, et al.
Geotechnical Research 5 (1) 3 (2018)
DOI: 10.1680/jgere.17.00012
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Assessing River Embankment Stability Under Transient Seepage Conditions

Guido Gottardi, Carmine Gerardo Gragnano, Irene Rocchi and Marco Bittelli
Procedia Engineering 158 350 (2016)
DOI: 10.1016/j.proeng.2016.08.454
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Assessing the Effects of Rainfall Intensity and Hydraulic Conductivity on Riverbank Stability

Toan Thi Duong, Duc Minh Do and Kazuya Yasuhara
Water 11 (4) 741 (2019)
DOI: 10.3390/w11040741
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Geotechnical Research for Land Protection and Development

C. G. Gragnano, I. Bertolini, I. Rocchi and G. Gottardi
Lecture Notes in Civil Engineering, Geotechnical Research for Land Protection and Development 40 369 (2020)
DOI: 10.1007/978-3-030-21359-6_39
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Reliability analysis of riverbank stability accounting for the intrinsic variability of unsaturated soil parameters

Guido Gottardi, Carmine G. Gragnano, Marco Ranalli and Laura Tonni
Structural Safety 86 101973 (2020)
DOI: 10.1016/j.strusafe.2020.101973
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