Evaluating scale effects and bearing portions in centrifuge modeling of helical anchors: sand
Author:
Publisher
Springer Science and Business Media LLC
Subject
Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology
Link
https://link.springer.com/content/pdf/10.1007/s11440-021-01156-2.pdf
Reference61 articles.
1. Adams JI, Klym TW (1972) A study of anchorages for transmission tower foundations. Can Geotech J 9(1):89–104. https://doi.org/10.1139/t72-007
2. Al-Baghdadi TA, Brown MJ, Knappett JA,Ishikura R (2015) Modelling of laterally loaded screw piles with large helical plates in sand. In: Frontiers in offshore geotechnics III: proceedings of the 3rd international symposium on frontiers in offshore geotechnics (ISFOG 2015), 2015, vol 1. pp 503–508
3. Baker WH, Kondner RL (1966) Pullout capacity of a circular earth anchor buried in sand. Highw Res Rec 108:1–10
4. Bałachowski L (2006) Scale effect in shaft friction from the direct shear interface tests. Arch Civ Mech Eng 6(3):13–28. https://doi.org/10.1016/S1644-9665(12)60238-6
5. Baziar MH, Shahnazari H, Kazemi M (2018) Mitigation of surface impact loading effects on the underground structures with geofoam barrier: Centrifuge modeling. Tunn Undergr Sp Technol 80:128–142. https://doi.org/10.1016/j.tust.2018.06.010
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