DOI: 10.5937/jaes0-30475
This is an open access article distributed under the CC BY 4.0
Volume 19 article 842 pages: 681-687
1. A. Hanna and M. A. El-Rahman. (1990). Ultimate bearing capacity of triangular shell strip footings on sand. Journal of Geotechnical Engineering., vol. 116, no. 12, 1851–1863, doi: 10.1061/(ASCE)0733-9410(1990)116:12(1851).
2. W. R. Azzam and A. M. Nasr. (2015). Bearing capacity of shell strip footing on reinforced sand. Journal of Advanced Research, vol. 6, no. 5, 727–737, doi: 10.1016/j.jare.2014.04.003.
3. R. Rinaldi, M. Abdel-Rahman, and A. Hanna. (2018). Experimental Investigation on Shell Footing Models Employing High-Performance Concrete. Facing the Challenges in Structural Engineering. GeoMEast 2017, p. 373–390, doi: 10.1007/978-3-319-61914-9_29.
4. B. B. K. Huat and T. A. Mohammed. (2006). Finite Element Study Using FE Code (PLAXIS) on the Geotechnical Behavior of Shell Footings. Journal of Computer Science, vol. 2, no. 1, 104–108, doi: 10.3844/jcssp.2006.104.108.
5. N. P. Kurian and V. M. Jayakrishna Devaki. (2005). Analytical studies on the geotechnical performance of shell foundations. Canadian Geotechnical Journal, vol. 42, 562–573, doi: 10.1139/t04-110.
6. T. Lamya and M. K. Sheeja. (2021). Analytical Assessment on the Behaviour of Conical Shell Foundation. Proceedings of SECON 2020, p. 307–316, doi: 10.1007/978-3-030-55115-5_29.
7. J. E. Colmenares, S. R. Kang, Y. J. Shin, and J. H. Shin. (2014). Ultimate bearing capacity of conical shell foundations. Structural Engineering and Mechanics., vol. 52, no. 3, p. 507–523, doi: 10.12989/sem.2014.52.3.507.
8. A. Hanna and M. Abdel-Rahman. (1998). Experimental investigation of shell foundations on dry sand. Canadian Geotechnical Journal, vol. 35, no. 5, p. 847–857, doi: 10.1139/t98-049.
9. M. S. El-kady and E. F. Badrawi. (2017). Performance of isolated and folded footings. Journal of Computational Design and Engineering, vol. 4, no. 2, 150–157, doi: 10.1016/j.jcde.2016.09.001.
10. S. Timoshenko and S. Woinowsky-Krieger. (1959). Theory of Plates and Shells. New York: McGraw-Hill.
11. U.S. Army Corps of Engineers.(1991) Design of Pile Foundations. Engineering Manual 1110-2-2906. Washington, DC.
12. Y. Y. and A. H. M. Olgun. (2017). Interpreting Load-Settlement Curves of Pile Foundations by Graphical Methods. Eurasian Journal of Civil Engineering and Architecture, vol. 1, no. 1, p. 1–10.
13. T. Salem, N. R. N., El-Sakhawy, and A. A. El-Latief. (2021). Experimental and numerical study for the optimization of bottom of foundation shapes on soft soils. Innovative Infrastructure Solutions, vol. 6, no. 2, doi: 10.1007/s41062-021-00455-7.
14. S. Thilakan and N. P. Naik. (2016). Geotechnical Behaviour of Strip Curved Shell. International Journal of Current Engineering and Science Research (IJCESR), vol. 3, no. 3, pp. 13–17.