- Baus, R. L., Wang, M. C. Bearing Capacity of Strip Footing above Void. Journal of Geotechnical Engineering, 1983; 109: 1-14. doi:10.1061/(ASCE)0733-9410(1983)109:1(1).
- Jao, M., Wang, M. C. Stability of strip footings above concrete-lined soft ground tunnels. Tunnelling and Underground Space Technology, 1998; 13: 427-434. doi:10.1016/S0886-7798(98)00085-6.
- Sireesh, S., Sitharam, T. G., Dash, S. K. Bearing capacity of circular footing on geocell–sand mattress overlying clay bed with void. Geotextiles and Geomembranes, 2009; 27: 89-98. doi:10.1016/j.geotexmem.2008.09.005.
- Lee, J. K., Jeong, S., Ko, J. Undrained stability of surface strip footings above voids. Computers and Geotechnics, 2014; 62: 128-135. doi:10.1016/j.compgeo.2014.07.009.
- Asgari, A., Ahmadtabar Sorkhi, S. F. Wind turbine performance under multi-hazard loads: Wave, wind, and earthquake effects on liquefiable soil. Results in Engineering, 2025; 26: 104647. doi:10.1016/j.rineng.2025.104647.
- Jahangiri, V., Akbarzadeh, M. R., Shahamat, S. A., Asgari, A., Naeim, B., Ranjbar, F. Machine learning-based prediction of seismic response of steel diagrid systems. Structures, 2025; 80: 109791. doi:10.1016/j.istruc.2025.109791.
- Asgari, A., Arjomand, M. A., Bagheri, M., Ebadi-Jamkhaneh, M., Mostafaei, Y. Assessment of Experimental Data and Analytical Method of Helical Pile Capacity Under Tension and Compressive Loading in Dense Sand. Buildings, 2025; 15: 2683.
- Ebadi-Jamkhaneh, M., Arjomand, M. A., Bagheri, M., Asgari, A., Nouhi Hefzabad, P., Salahi, S., Mostafaei, Y. Experimental Study on the Pullout Behavior of Helical Piles in Geogrid-Reinforced Dense Shahriyar Sand. Buildings, 2025; 15: 2963.
- Asgari, A., Ranjbar, F., Bagheri, M. Seismic resilience of pile groups to lateral spreading in liquefiable soils: 3D parallel finite element modeling. Structures, 2025; 74: 108578. doi:10.1016/j.istruc.2025.108578.
- Asadoullahtabar, S. R., Asgari, A., Mohammad Rezapour Tabari, M. Assessment, identifying, and presenting a plan for the stabilization of loessic soils exposed to scouring in the path of gas pipelines, case study: Maraveh-Tappeh city. Engineering Geology, 2024; 342: 107747. doi:10.1016/j.enggeo.2024.107747.
- Bagheri, M., Ranjbar Malidarreh, N., Ghaseminejad, V., Asgari, A. Seismic resilience assessment of RC superstructures on long–short combined piled raft foundations: 3D SSI modeling with pounding effects. Structures, 2025; 81: 110176. doi:10.1016/j.istruc.2025.110176.
- Asgari, A., Bagheri, M., Hadizadeh, M. Advanced seismic analysis of soil-foundation-structure interaction for shallow and pile foundations in saturated and dry deposits: Insights from 3D parallel finite element modeling. Structures, 2024; 69: 107503. doi:10.1016/j.istruc.2024.107503.
- Shooshpasha, I., Bagheri, M. The effects of surcharge on liquefaction resistance of silty sand. Arabian Journal of Geosciences, 2014; 7: 1029-1035. doi:10.1007/s12517-012-0737-9.
- Asgari, A. L. I., Golshani, A., Bagheri, M. Numerical evaluation of seismic response of shallow foundation on loose silt and silty sand. Journal of Earth System Science, 2014; 123: 365-379. doi:10.1007/s12040-013-0393-9.
- Nepal, B., Yadav, S. K. Numerical Study of Bearing Capacity under Strip Footing having Underground Void. In: Proceedings of 14th IOE Graduate Conference; 2023 Nov 29-Dec 1; lalitpur, Nepal. p. 727-731.
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