[1] Dunnicliff, J., Green,Gordon E.(1993),“Geotechnical Instrumentation for Monitoring Field performance” publication, Wiley & son.
[2] Rashidi, S. Haeri. (2017). “Evaluation of behaviors of earth and rockfill dams during construction and initial impounding using instrumentation data and numerical modeling.” Journal of Rock Mechanics and Geotechnical Engineering, 709-725.
[3] Szostak, A. & Massiera, M., 2004- Modeling of Deformations during Construction of a Large Earth Dam in the La Grande Complex, Canada, Technical Science, pp.7-13.
[4] Hojjat Ansari, A., Mirghasemi, A. A., & Niromand, H. (2013). Accuracy of Stress Data Measured by Earth Pressure Cells Installed in Embankment Dams. International Conference on Civil Engineering Architecture & Urban Sustainable Development, 18- 19 December 2013, Tabriz, Iran.
[5] Narimani, S., Davarpanah, S. M., & Sattarvand, J. (2016). Prediction of Hydro-mechanical Stability of Dam: Using Calibrated Model from Back Analysis and Monitoring Data. Civil Engineering Journal, Vol. 2, No. 8, August.
[6] Lofquist, B. 1955. "Discussion of Cracking in Dams."Proceeding of 5th ICOLD Conference, vol. 3, 21. Paris.
[7] Kutzner, C. (1997),“Earth and rockfill dams, principles of design and construction”, Publication, A.A, Balkema.
)