Influence of Reinforcement Geometrical Parameters on Plate Anchor Uplift Capacity
Author:
Publisher
Springer Science and Business Media LLC
Subject
Geotechnical Engineering and Engineering Geology,Transportation,Civil and Structural Engineering,Environmental Engineering
Link
https://link.springer.com/content/pdf/10.1007/s40515-023-00351-w.pdf
Reference57 articles.
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2. Adams, J.I., Hayes, D.C.: The uplift capacity of shallow foundations. Ontario Hydro. Res. Q. 19(1), 1–13 (1967)
3. Afzali-Nejad, A., Lashkari, A., Shourijeh, P.T.: Influence of particle shape on the shear strength and dilation of sand-woven geotextile interfaces. Geotext. Geomembr. 45(1), 54–66 (2017). https://doi.org/10.1016/j.geotexmem.2016.07.005
4. Akbar, A., Bhat, J.A., Mir, B.A.: Plate load tests for investigation of the load–settlement behavior of shallow foundation on bitumen-coated geogrid reinforced soil bed. Innov. Infrastruct. Soluti. 6(2), 80 (2021). https://doi.org/10.1007/s41062-020-00397-6
5. Akbar Husain, K. B., & Samirsinh Parmar, P.: Experimental and analytic study of the uplift capacity of a horizontal plate anchor embedded in geo-reinforced sand. In: Agnihotri, A. K., Reddy, K. R., Chore, H. S. (eds) Proceedings of Indian Geotechnical and Geoenvironmental Engineering Conference (IGGEC) 2021, Vol. 1. IGGEC 2021. Lect. Notes Civ. Eng. 280 (2021). https://doi.org/10.1007/978-981-19-4739-1_26
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