Limit analysis of ultimate uplift capacity and failure mechanism of shallow plate anchors in multi-layered soils
Author:
Publisher
Springer Science and Business Media LLC
Subject
Metals and Alloys,General Engineering
Link
https://link.springer.com/content/pdf/10.1007/s11771-022-5061-2.pdf
Reference31 articles.
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2. ZHAO L H, LI L, YANG F, et al. Joined influences of nonlinearity and dilation on the ultimate pullout capacity of horizontal shallow plate anchors by energy dissipation method [J]. International Journal of Geomechanics, 2011, 11(3): 195–201. DOI: https://doi.org/10.1061/(asce)gm.1943-5622.0000075.
3. JESMANI M, KAMALZARE M, NAZARI M. Numerical study of behavior of anchor plates in clayey soils [J]. International Journal of Geomechanics, 2013, 13(5): 502–513. DOI: https://doi.org/10.1061/(asce)gm.1943-5622.0000236.
4. GIAMPA J R, BRADSHAW A S, SCHNEIDER J A. Influence of dilation angle on drained shallow circular anchor uplift capacity [J]. International Journal of Geomechanics, 2017, 17(2): 04016056. DOI: https://doi.org/10.1061/(asce)gm.1943-5622.0000725.
5. ANDRESEN L, PETTER JOSTAD H, ANDERSEN K H. Finite element analyses applied in design of foundations and anchors for offshore structures [J]. International Journal of Geomechanics, 2011, 11(6): 417–430. DOI: https://doi.org/10.1061/(asce)gm.1943-5622.0000020.
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