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  • Users: joseamaral
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  1. joseamaral

    embankment behaviour after submersion during a flood

    My problem is I have this embankement for railway plataform builded up with silty soil (Plasticity index around 18%)compacted on the dry side of the Proctor curve that risks to be wet by short term submersion during a flood. I need to colect undisturbed samples and acess the resistance and...

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