تأثير الزلازل المتكررة على سد الأعظم الترابي

Al-Khalidi, E.E., Ahmed, M.D., Sheikha, A.A., and Jahanger, Z.K., 2024, January. Effect of length to length-to-diameter ratio on column bearing capacity stabilized with sodium silicate. In AIP Conference Proceedings, 2864(1). AIP Publishing. https://doi.org/10.1063/5.0186299.

Al-Nedawi, N.M. and Al-Hadidi, M.T., 2020. Seepage and slope stability analysis for Hemrin earth dam in Iraq using Geo-Studio software. Solid State Technology, 63(3), pp. 3434-3448.

Alzamily, Z.N., and Abed, B.S., 2022a. Comparison of seepage trough zoned earth dam using improved light-textured soils. Journal of Engineering, 28(3), pp. 32-45. https://doi.org/10.31026/j.eng.2022.03.03.

Alzamily, Z.N., and Abed, B.S., 2022b. Experimental and theoretical investigations of seepage reduction through zoned earth dam material with special core. Materials Today: Proceedings, 61, pp. 998-1005. http://dx.doi.org/10.1016/j.matpr.2021.10.283

Aude, S.A., Mahmood, N.S., Sulaiman, S.O., Abdullah, H.H., and Al Ansari, N., 2022. Slope stability and soil liquefaction analysis of earth dams with a proposed method of geotextile reinforcement. GEOMATE Journal, 22(94), pp. 102-112. http://dx.doi.org/10.21660/2022.94.j2241.

Baez, J.I., Martin, G., 1995. Permeability and shear wave velocity of vibro-replacement stone columns. In Soil Improvement for Earthquake Hazard Mitigation, pp. 66-81.

Bathe, K.J., 2007. Finite element method. Wiley encyclopedia of computer science and engineering, pp. 1-12. https://doi.org/10.1002/9780470050118.ecse159.

Bayati, H., and Bagheripour, M.H., 2019. Shaking table study on liquefaction behaviour of different saturated sands reinforced by stone columns. Marine Georesources & Geotechnology, 37(7), pp. 801-815. https://doi.org/10.1080/1064119X.2018.1492051.

Binnie and Partners, 1989. Main Adhaim Dam: Phase IV Report. State Commission on Dams, Ministry of Agriculture and Irrigation, Republic of Iraq.

Black, J.A., Sivakumar, V. and Bell, A., 2011. The settlement performance of stone column foundations. Géotechnique, 61(11), pp. 909-922. http://dx.doi.org/10.1680/geot.9.P.014.

Castro, J., Sagaseta, C., 2012. Pore pressure during stone column installation. Proceedings of the Institution of Civil Engineers-Ground Improvement, 165(2), pp. 97-109. https://doi.org/10.1680/grim.9.00015.

Çadır, C.C., Vekli, M. and Şahinkaya, F., 2021. Numerical analysis of a finite slope improved with stone columns under the effect of earthquake force. Natural Hazards, 106(1), pp. 173-211.

Dar, L.A. and Shah, M.Y., 2021. Deep-seated slope stability analysis and development of simplistic FOS evaluation models for stone column-supported embankments. Transportation Infrastructure Geotechnology, 8(2), pp. 203-227.

Gelgalu, G. and Zewdie, M., 2023. Seismic Analysis of Embankment Dam: the Case of Gidabo Dam, Southern Ethiopia. Southern Ethiopia. http://dx.doi.org/10.2139/ssrn.4674530.

Gordan, B., Raja, M.A., Armaghani, D.J., and Adnan, A., 2022. Review on dynamic behaviour of earth dam and embankment during an earthquake. Geotechnical and Geological Engineering, 40(1), pp. 3-33. https://doi.org/10.1007/s10706-021-01919-4.

Goswami, A., Deka, S., 2023, October. Study of the Effect of Installation of Stone Columns on the Stability of Soil Slopes using Finite Element Method. In IOP Conference Series: Materials Science and Engineering, Vol. 1282, No. 1, P. 012020. IOP Publishing. https://doi.org/10.1088/1757-899x/1282/1/012020.

Hassan, W.H., Atshan, T.T., and Thiab, R.F., 2024. Effect of drainpipes on seepage and slope stability through a zoned earth dam. Open Engineering, 14(1), P. 20240040.

Hussain, H.H., Al Obaidy, A.I., Hommadi, A.H., Al Hudaib, H.T., Al Masoodi, A.T., Saeed, F.H., and Al Saeedi, N.N., 2022. Modifying the spillway of Adhaim Dam, reducing flood impact, and saving water. Journal of Water Management Modeling, 30(C485). https://doi.org/10.14796/jwmm.c485.

Idrus, J., Hamzah, N., Ramli, R., Md Nujid, M., and Sadikon, S.F., 2023. Enhancing Slope Stability with Different Slope Stabilization Measures: A Case Study using SLOPE/W Software. Jurnal Kejuruteraan, 35(6), pp. 1427 -1434.

Ismael, M.A., Ahmed, B.A., 2023. Numerical simulation of pile group response in slope layered soil under the effect of seismic loading. Journal of Engineering, 29(12), pp. 173-186. https://doi.org/10.31026/j.eng.2023.12.11.

Jassam, M.G., Abdulrazzaq, S.S., 2019. Theoretical analysis of seepage through homogeneous and non-homogeneous saturated-unsaturated soil. Journal of Engineering, 25(5), pp. 52-67. https://doi.org/10.31026/j.eng.2019.05.04.

Jawad, A.S., 2011. Reliability analysis of the seismic stability of embankments reinforced with stone columns. Journal of Engineering, 17(04), pp. 829-845. http://dx.doi.org/10.31026/j.eng.2011.04.14.

Lu, C.W., Ahmad, S., Mohammad, Z., Lee, W.L., Wen, H.C., and Lin, Y.F., 2025. Enhanced stability and liquefaction resistance of earth dams with a proposed method of geosynthetic Reinforcements. Advances in Civil Engineering, 2025(1), P. 2827855. http://dx.doi.org/10.21660/2022.94.j2241.

Ma, Z., Liao, H., Dang, F., and Cheng, Y., 2021. Seismic slope stability and failure process analysis using explicit finite element method. Bulletin of Engineering Geology and the Environment, 80, pp. 1287-1301. https://doi.org/10.1007/s10064-020-01989-3.

Ministry of Water Resources, Iraq–Based on State commissions of dams and Reservoirs, 1995, unpublished report for adhaim dam project.

Ministry of Water Resources, Iraq–Based on State commissions of dams and Reservoirs, 2021, unpublished report.

Ministry of Construction, Housing, Municipalities, and Public Work, 2017, Earthquake-Resistant Buildings Blog.

Moayed, R.Z. and Ramzanpour, M.F., 2008. Seismic behavior of zoned core embankment dam. Electronic Journal of Geotechnical Engineering, 4, pp. 1-15.

Murugesan, S., and Rajagopal, K., 2006. Geosynthetic-encased stone columns: Numerical evaluation. Geotextiles and Geomembranes, 24(6), pp. 349-358. https://doi.org/10.1016/j.geotexmem.2006.05.001.

Pal, S., and Deb, K., 2018. Effect of stiffness of stone column on drainage capacity during soil liquefaction. International Journal of Geomechanics, 18(3), P. 04018003. https://doi.org/10.1061/(ASCE)GM.1943-5622.0001108.

Taher, H.K., and Jahanger, Z.K., 2024, January. Liquefaction potential effect in Makhool Earth dam under seismic impact. In AIP Conference Proceedings, 2864(1). AIP Publishing.

Taher, H.K., and Jahanger, Z.K., 2023, July. Seismic impact on Makhool Earthdam in flood and drought seasons. In AIP Conference Proceedings, 2787(1). AIP Publishing. https://doi.org/10.1063/5.0148009.

Tan, Y.L., Cao, J.J., Xiang, W.X., Xu, W.Z., Tian, J.W. and Gou, Y., 2023. Slope stability analysis of saturated–unsaturated based on the GEO-studio: a case study of Xinchang slope in Lanping County, Yunnan Province, China. Environmental

Earth Sciences, 82(13), P. 322. https://doi.org/10.1007/s12665-023-11006-x.

Titova, T.S., Longobardi, A., Akhtyamov, R.G. and Nasyrova, E.S., 2017. Lifetime of earth dams. Magazine of Civil Engineering, 1, 69, pp. 34-43. http://dx.doi.org/10.18720/MCE.69.3.

Vekli, M., and Çadır, C.C., 2022. Stability analysis of stone column slopes under different earthquake loads. Uludağ Üniversitesi Mühendislik Fakültesi Dergisi, 27(2), pp. 749-764. https://doi.org/10.17482/uumfd.1064770.

Yousif, O.S., Zaidn, K., Alshkane, Y., Khani, A., and Hama, S., 2019, May. Performance of Darbandikhan Dam during a major earthquake on November 12, 2017. In Proceedings of the EWG2019, 3rd Meeting of Dams and Earthquakes, An International Symposium, Lisbon, Portugal, pp. 6-8.

Zheng, H., Tham, L.G. and Liu, D., 2006. On two definitions of the factor of safety commonly used in the finite element slope stability analysis. Computers and Geotechnics, 33(3), pp. 188-195. https://doi.org/10.1016/j.compgeo.2006.03.007.