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

Publisher： Edp Sciences

E-ISSN： 2267-1242|9|issue|19002-19002

ISSN： 2267-1242

Source： E3S Web of conferences, Vol.9, Iss.issue, 2016-09, pp. : 19002-19002

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