Failure mechanism of unsaturated landslide dam under seepage loading – Model tests and corresponding numerical simulations
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DOI: 10.1016/j.sandf.2018.05.012
Abstract: Abstract Due to the rapid cracking, sliding and packing of its geomaterials, a landslide dam (LD) is usually weaker in structure than the undisturbed ground and is more vulnerable to seepage loading. In addition, since… read more here.
Keywords: landslide dam; seepage loading; model; failure ... See more keywords