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- W2333516408 abstract "Previous finite element studies of pull-out tests mainly focused on geosynthetic reinforcement and investigation for the bearing mechanism of metal grid reinforcement embedded in a silty sand is rather limited. In this paper, the bearing mechanism of steel grid reinforcement embedded in silty sand is numerically modeled and the pull-out behavior is investigated. The soil parameters for the numerical analysis were obtained by independent triaxial testing. The numerical analysis results suggest that, the influence of overburden pressure on bearing resistance factor is negligible if friction angle, dilation angle and lateral earth pressure coefficient of the soil are assumed to be constant. However, large scale laboratory pull-out test results indicate that the overburden pressure has a significant influence on the bearing resistance factor. The reasons behind this lack of agreement were examined." @default.
- W2333516408 created "2016-06-24" @default.
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- W2333516408 date "2013-02-25" @default.
- W2333516408 modified "2023-09-27" @default.
- W2333516408 title "Numerical Modeling of the Pull-out Test of Steel Grid Soil Reinforcement Using FLAC2D" @default.
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- W2333516408 doi "https://doi.org/10.1061/9780784412787.002" @default.
- W2333516408 hasPublicationYear "2013" @default.
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