A. B. AL-DAWOODI, F. H. RAHIL, and M. Q. WAHEED, “Numerical Simulation of Shallow Foundation Behavior Rested on Sandy Soil,” IOP Conf. Ser. Earth Environ. Sci., vol. 856, no. 1, 2021, doi: 10.1088/1755-1315/856/1/012042.
J. K. DAS AND B. BHARALI, “A Simplified Numerical Approach to Predict Bearing Capacity of Soil for Shallow Foundation,” J. Appl. Eng. Sci., vol. 12, no. 1, pp. 33–36, 2022, doi: 10.2478/jaes-2022-0005.
S. SRIHANDAYANI, A. HAKAM, M. MERA, and F. A. ISMAIL, “Bearing Capacity Analysis of Floating Foundation Model in Homogeneous Very Soft Clay,” Civ. Environ. Eng., vol. 19, no. 2, pp. 758–771, 2023, doi: 10.2478/cee-2023-0069.
S. VAN BAARS, “The inclination and shape factors for the bearing capacity of footings,” Soils Found., vol. 54, no. 5, pp. 985–992, 2014, doi: 10.1016/j.sandf.2014.09.004.
M. Y. AL-AGHBARI and Y. E. A. MOHAMEDZEIN, “Bearing capacity of strip foundations with structural skirts,” Geotech. Geol. Eng., vol. 22, no. 1, pp. 43–57, 2004, doi: 10.1023/B:GEGE.0000013997.79473.e0.
A. ALNMR and R. ALSIRAWAN, “Numerical Study of the Effect of the Shape and Area of Shallow Foundations on the Bearing Capacity of Sandy Soils,” Acta Polytech. Hungarica, vol. 21, no. 1, pp. 103–120, 2024, doi: 10.12700/APH.21.1.2024.1.7.
S. GUPTA AND A. MITAL, “Numerical analysis of bearing capacity of rectangular footing,” J. Phys. Conf. Ser., vol. 1240, no. 1, 2019, doi: 10.1088/1742-6596/1240/1/012039.
R. A. FAHAD, R. R. SHAKIR, and H. M. ALI, “Evaluation on the SPT Based Design Approach for Shallow Foundations,” E3S Web Conf., vol. 427, pp. 1–10, 2023, doi: 10.1051/e3sconf/202342701025.
A. A. ALTAWEEL and R. R. SHAKIR, “The Effect of Interference of Shallow Foundation on Settlement of Clay Soil,” IOP Conf. Ser. Mater. Sci. Eng., vol. 1094, no. 1, p. 012043, 2021, doi: 10.1088/1757-899x/1094/1/012043.
Z. H. JAWAD and R. R. SHAKIR, “Behavior of Foundation Rested on Geogrid-Reinforced Soil : A Review,” IOP Conf. Ser. Mater. Sci. Eng., vol. 1094, no. 1, p. 012110, 2021, doi: 10.1088/1757-899x/1094/1/012110.
A. A. ALTAWEEL and R. R. SHAKIR, “Analytical model for bearing capacity of two closely spaced foundations,” J. Phys. Conf. Ser., vol. 1973, no. 1, 2021, doi: 10.1088/1742-6596/1973/1/012199.
R. SHAKIR, “Undrained Bearing Capacity for Strip Footing on Two Layered Elastic - Plastic Clay by Using FEM,” Eng. Technol. J., vol. 24, no. 6, pp. 651–669, 2005, doi: 10.30684/etj.24.6.4.
R. R. SHAKIR, “Spatial Correlation of Cone Tip Resistance for Soil in Nasiriyah,” Open Civ. Eng. J., vol. 12, no. 1, pp. 413–429, 2018, doi: 10.2174/1874149501812010413.
2006 J.C. GOF, and S.Z. JASSIM, “Geology of Iraq”, Geological Society of London, “Initial settlement of structures on clay,” J. Soil Mech. Found. Div., vol. 97, no. 10, pp. 1359–1377, 1971.
H. MOHAMMED ALI and R. R. SHAKIR, “Geotechnical map of Thi Qar governorate using geographical information systems (GIS),” Mater. Today Proc., vol. 60, no. October, pp. 1286–1296, 2022, doi: 10.1016/j.matpr.2021.09.138.
A. A. M. AQRAWI, “Correction of Holocene sedimentation rates for mechanical compaction: the Tigris-Euphrates Delta, Lower Mesopotamia,” Mar. Pet. Geol., vol. 12, no. 4, pp. 409–416, 1995, doi: 10.1016/0264-8172(95)96903-4.
V. GALAVI and R. B. J. BRINKGREVE, “Finite element modelling of geotechnical structures subjected to moving loads,” Numer. Methods Geotech. Eng. - Proc. 8th Eur. Conf. Numer. Methods Geotech. Eng. NUMGE 2014, vol. 1, no. July, pp. 235–240, 2014, doi: 10.1201/b17017-44.
R. SHAKIR and R. R. SHAKIR, “Effect of an impervious core constructed into a large earth dam on the quantity of seepage Characterestic values of engineering properties in Nasseriya View project Effect of an impervious core constructed into a large earth dam on the quantity of seepage,” no. January 2011, 2017, [Online]. Available: https://www.researchgate.net/publication/296705332
R. R. SHAKIR and M. MAJEED, “Two Dimensional Consolidations for Clay Soil of Non-Homogeneous and Anisotropic Permeability,” vol. 2, no. 10, pp. 4–9, 2014.
A. THAKUR and R. KUMAR, “Experimental and numerical studies of skirted hexagonal footings on three sands,” SN Appl. Sci., vol. 2, no. 3, pp. 1–11, 2020, doi: 10.1007/s42452-020-2239-9.
O. A. ARAB, A. J. M. S. LIM, S. Y. SIM, and N. A. A. GUNTOR, “Numerical Modelling Observations of Settlement for Pad Footings Supported on Soft Clay Soil,” IOP Conf. Ser. Mater. Sci. Eng., vol. 1200, no. 1, p. 012032, 2021, doi: 10.1088/1757-899x/1200/1/012032.
S. VAN BAARS, “Failure mechanisms and corresponding shape factors of shallow foundations,” in Proceedings of 4th International Conference on New Developments in Soil Mechanics and Geotechnical Engineering, Near East University Press, 2016.