بررسی و مقایسه عددی جریان اشباع و غیراشباع در سد خاکی گیلان غرب

[1] P. Mohammadian, Estimating of saturated and unsaturated seepage discharge through Alavian embankment dam using seep/w software, University of Tabriz, 1395 (in Persian).

[2] H. Ghasemzadeh, Seepage in saturated and unsaturated soil, first edition ed., Khaje-Nasiruddin Tusi University of Technology Publications, 1389 (in Persian).

[3] A. Heshmati, Movahed, V, , Comparison of analytical and numerical methods in evaluating the amount of seepage from the body of a homogeneous earth dam located on an impermeable foundation, in:  The second national conference on dam construction, 2018, pp. 20-29.

[4] M. Naboyanpour, Samani, H. , Determining the exact location of the phreatic line using boundary element methods, in:  4th National Congress of Civil Engineering, 2017, pp. 30-36 (in Persian).

[5] A. Ahmadi, Fatahi, A. Iqbalzadeh, A., Comparison of numerical and analytical solution of phreatic line position of homogeneous earthen dam using MATLAB numerical model (case study of Shian earthen dam), the first InternationalConference and 3rd National Conference on Dams and Hydropower Plants,  (2013) 30-36.

[6] A. Malekpour, Farsadizadeh, D. , Hosseinzadeh Delir, A., Sadr Karimi, J., Laboratory investigation of the effect of length and thickness of horizontal drains on permanent seepage from the body of a homogeneous earthen dam, Journal of Water and Soil Science, 21(2) (2018) 51-63 (in Persian).

[7] A. Ansari, Sadeghi Asl, M., Parvizi, M. , Numerical and experimental study of flow characteristics in gravel drains, in:  11th Iran Hydraulic Conference, 2013, pp. 45-51(in Persian).

[8] M. Ghadavi, Mahdipour, A., Abdul Alizadeh, S. , Numerical study of the effect of the interaction of horizontal drainage blanket and cutoff wall on the phreatic line to the downstream slope of homogeneous earthen dam, in:  9th International Congress of Civil Engineering, 2013, pp. 70-77(in Persian).

[9] Y. Jie, Wen, Y., Deng, G., Chen, R., Xu, Z., Impact of Soil Deformation on Phreatic Line in Earth-Fill Dams, Computers and Geosciences Journal, 46 (2012) 44-50.

[10] D. Bertoldo, Stability analysis of an earth embankment subjected to rainfall infiltration, Padova, ICEA, 2013.

[11] P. Mohammadian, Salmasi, F., Abbaspour, A. , Comparison of seepage in saturated and unsaturated state from the body of Alavian earthen dam using SEEP/W software, in:  the second national hydrology conference of Iran, 2016 (in Persian).

[12] R.P. Chapuis, Aubertin, M., A simplified method to estimate saturated and unsaturated seepage through dikes under steady state conditions, Canadian Geotechnical Journal, 38 (2001) 1321–1328.

[13] B. Nourani, Salmasi, F., Ghorbani M.A., Development of a new hybrid technique for estimating of relative uplift force in gravity dams based on whale optimization algorithm, Journal of Hydraulic Structures, 9(1) (2023) 43-62.

[14] B. Nourani, Salmasi, F., Arvanaghi, H., Abraham, J., Development of Explicit Formulas for  Estimating Seepage Characteristics Underneath Aprons with Equal and Unequal Double Vertical End Piles, International Journal of Geomechanics, 22(12) (2023) 04022237.

[15] A. Taheri Aghdam, Salmasi, F., Abraham, J., Arvanaghi, H. , Effect of drain pipes on uplift force and exit hydraulic gradient and the design of gravity dams using the finite element method, Geotechnical and Geological Engineering 5(2021).

[16] F. Salmasi, Nourani, B., Abraham, J., Norouzi R., Numerical investigation of relief well performance for decreasing uplift pressure under embankment dams, International Journal of Environmental Science and Technology, 18 (2021) 2819–2830.

[17] M.T. Van Genuchten, A closed-form equation for predicting the hydraulic conductivity of unsaturated soils, Soil Science Society of America Journal 44(5) (1980) 892-898.

[18] J.L. Sherard, arth and earth-rock dams, 3rd edition ed., John Wiley and Sons, New York., 1967.