3D Modeling of Folded Footings with Ring Beam on Sand Using Various Folding Angles

Author:

Gomaa Ahmed E.ORCID,Hasan Ahmed M. M.ORCID,Mater Yasser M.ORCID,AbdelSalam Sherif S.ORCID

Publisher

Springer Nature Singapore

Reference10 articles.

1. El-kady, M.S., Badrawi, E.F.: Performance of isolated and folded footings. J. Comput. Des. Eng. 4(2), 150–157 (2017)

2. R. Rinaldi, M. Abdel-Rahman, A. Hanna: Experimental investigation on shell footing models employing high-performance concrete. In: International Congress and Exhibition Sustainable Civil Infrastructures: Innovative Infrastructure Geotechnology, Springer, pp. 373–390 (2017)

3. Shoukath, S., Rajesh, A.: Seismic performance of hyperbolic paraboloid and inverted spherical shell foundation. Res. J. Adv. Eng. Sci. 2(2), 148–151 (2017)

4. Hassan, S.A., Al-Soud, M.S., Mohammed, S.A.: Behavior of pyramidal shell foundations on reinforced sandy soil. Geotech. Geol. Eng. 37(4), 2437–2452 (2019)

5. D. Esmaili, N. Hataf: Determination of ultimate load capacity of conical and pyramidal shell foundations using dimensional analysis. Iran. J. Sci. Technology. Trans. Civ. Eng. 37(C), 423 (2013)

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