Behavior of Granular Pile Anchors Against Uplift Forces and Heave Reduction: A Review
Author:
Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s40098-024-01020-6.pdf
Reference56 articles.
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2. Merifield RS, Sloan SW (2006) The ultimate pullout capacity of anchors in frictional soils. Can Geotech J 43:852–868. https://doi.org/10.1139/t06-052
3. Merifield R, Smith C (2010) The ultimate uplift capacity of multi-plate strip anchors in undrained clay. Comp Geotech 37:504–514. https://doi.org/10.1016/j.compgeo.2010.02.004
4. Sawwaf M, Nazir A (2006) Effect of soil reinforcement on pullout resistance of an existing vertical anchor plate in sand. Comput Geotech 33:167–176. https://doi.org/10.1016/j.compgeo.2006.04.001
5. Sawwaf M (2007) Uplift behavior of horizontal anchor plates buried in geosynthetic reinforced slopes. Geotech Test J 30(5):1–9. https://doi.org/10.1520/GTJ100927
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