Required strength of geosynthetics for reinforced 3D slopes in cohesive backfills with tensile strength cut-off
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DOI: 10.1016/j.geotexmem.2019.103483
Abstract: Abstract In extant studies, most of the stability analyses of geosynthetic-reinforced slopes focused on two-dimensional conditions using the Mohr-Coulomb (M-C) failure criterion to describe the strength of backfills. However, in reality, all failures of slopes… read more here.
Keywords: tensile strength; strength; required strength; strength cut ... See more keywords