Required strength of geosynthetics for reinforced 3D slopes in cohesive backfills with tensile strength cut-off
Sign Up to like & getrecommendations! Published in 2019 at "Geotextiles and Geomembranes"
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
Centrifuge model tests on pile-reinforced slopes subjected to drawdown
Sign Up to like & getrecommendations! Published in 2020 at "Journal of rock mechanics and geotechnical engineering"
DOI: 10.1016/j.jrmge.2020.02.006
Abstract: Abstract Piles are generally an effective way to reduce the risk of slope failure. However, previous approaches for slope stability analysis did not consider the effect of the piles coupled with the decrease of the… read more here.
Keywords: pile reinforced; reinforced slopes; model tests; failure ... See more keywords