[1] Haeri, S. M., & Faghihi, D. (2008). “surveying Soil Dams at Construction Time, Case Study: Taleghan Dam”, Fourth National Congress of Civil Engineering, Tehran, Tehran University (In persian).
[2] Moll, S., & Straubhaar, R. (2011). “Performance of a high rockfill dam during construction and first im-pounding. Nam Ngum 2 CFR, Dams and Reservoirs under Changing Challenges”, In Proceedings of the Inter-national Symposium on Dams and Reservoirs under Changing Challenges—79 Annual Meeting of ICOLD, Swiss Committee on Dams, 65-72.
[3] Gikas, V., & Sakellariou, M. (2008). “Settlement analysis of the Mornos earth dam (Greece): Evidence from numerical modeling and geodetic monitoring”, Engineering Structures, 30(11), 3074-3081.
[4] Zhou, M., Zhang, B., & Peng, C. (2018). “Numerical evaluation of soft inter-slab joint in concrete-faced rockfill dam with dual mortar finite element method”, International Journal for Numerical and Analytical Methods in Geomechanics, 42(5), 781-805.
[5] Hosseini, M., & Shahourdi, L. (2013). “Evaluation and analysis of Gotvand dam construction during con-struction using the results of practical tools”, First National Conference on Engineering Geotechnics, Ardebil, Mohaghegh Ardebil University (In persian).
[6] Ansari, H., Mirghasemi, A., & Niroumand, H. (2013). “The Survey of Soil Dams in Coincidental Construc-tion and Drainage Conditions by Instrumentation Results”, The First National Conference on Geotechnical Engineering, Ardebil, Mohaghegh Ardebil University (In persian).
[7] Rashidi, M. (2013). “Investigation of Gavoshan Dam Stress During Construction and First Dewatering”, First National Conference on Engineering Geotechnics, Ardebil, Mohaghegh Ardebil University (In Persian).
[8] Eberhardt, E. (2003). “Rock slope stability analysis-Utilization of advanced numerical techniques”, Earth and Ocean sciences at UBC.
[9] Ormann, L., Zardari, M. A., Mattsson, H., Bjelkevik, A. & Knutsson, S. (2013). “Numerical analysis of strengthening by rockfill embankments on an upstream tailings dam”, Canadian Geotechnical Journal, 50(4), 391-399.
[10] GeoSlope International Ltd. (2007). SEEP/W Users Guide. GeoSlope International, Calgary, Canada.
[11] Zhou, W., Hua, J., Chang, X., & Zhou, C. (2011). “Settlement analysis of the Shuibuya concrete-face rock-fill dam”, Computers and Geotechnics, 38(2), 269-80.
[12] Rashidi, M., & Haeri, S. M. (2017). “Evaluation of behaviors of earth and rockfill dams during construc-tion and initial impounding using instrumentation data and numerical modeling”, Journal of Rock Mechanics and Geotechnical Engineering, 9(4), 709-725.
[13] Rashidi, M., Heidar, M., & Azizyan, G. (2017). “Numerical analysis and monitoring of an embankment dam during construction and first impounding (case study: Siah Sang Dam)”, Scientia Iranica, 25(2), 505-516.
[14] Zanjani, M. M., Soroush, A., & Khoshini, M. (2016). “Two-dimensional numerical modeling of fault rup-ture propagation through earth dams under steady state seepage”, Soil Dynamics and Earthquake Engineer-ing, 88, 60-71.
[15] Komasi, M., & Beiranvand, B. (2020). “Study of Vertical and Horizontal Displacements of Eyvashan Earth Dam Using Instrumentation and Numerical Analysis”, Iranian Journal of Soil and Water Research, 51(1), 245-256.
[16] Komasi, M., & Beiranvand, B. (2019). “Evaluation of pore water pressure foundation and core of Sivand dam after the dewatering period in comparison with the actual instrument results”, Dam and Hydroelectric Powerplant, 6(21), 63-77.
[17] Ostvar Kashkouli, Y., & Jabbari, M. M. (2017). “Evaluating excess pore pressure in embankment and comparison with monitoring results and FLAC software, Case study: Roudbal Darab Dam”, 16 th Iranian Hy-draulics Conference.
[18] Mazaheri, A. R., Komasi, M., & Veisi, M. (2020). “Numerical examination of embankment dams after construction and at the time of the first impounding- Case study is Doiraj dam in Ilam province”, Journal of Civil and Environmental Engineering, https://ceej.tabrizu.ac.ir/article_9816_0.html.
[19] Annual Report, 2012, Instrumentation and Monitoring of Marvak Dam, Kowsar Universe Company (In persian).
[20] Emeraldian, M. & Sahebzadeh K. (2004). “Determination of the number of stages for the construction of earth and dams dams for the analysis of consolidation in computer models”, the first National Congress of Civil Engineering, Sharif University of Technology, Tehran, Iran (In persian).
[21] Mehrnehad, H. (2014). “Evaluation of Injection of Pinnacle and Drawing of the Curtain Wall of the Dam marvak in Lorestan”, Thesis, Master of Science in Yazd University (In persian).
Send comment about this article