]1[. گزارش جامع آببندی سد لار (1370)، جلدهای 1 تا 5، مهندسین مشاور لار.
]2[. قدیمی، مهرنوش (۱۳۹۸). «پایش تغییرات بدنۀ سد طالقان به روش تداخلسنجی راداری»، منابع طبیعی، مرتع و آبخیزداری، دورۀ ۷۲، شمارۀ ۳، ص ۸2۹-۸1۹.
]3[. مهندسین مشاور لار (1383). «مطالعات بازنگری کنترل و کاهش فرار آب از سد لار»، 11 جلد.
]4[. مقیمی، ابراهیم(1395) . «چرا دانش مخاطرات (دیدگاهی جدید برای درک مخاطرات)»، مدیریت مخاطرات محیطی، دورۀ 3، شمارۀ 3، ص 197-191.
[5]. Al-Ansari, N.; Adamo, N.; Knutsson, S.; Laue, J.; & Sissakian, V. (2020). “Mosoul Dam: Is it the most dangerous Dam in the World?”, Geotechnical and Geological Engineering, 38, pp:5179–5199.
[6]. Allenbach, P. (1966). “Geologie und Petrographie des Damavand und seiner Umgebung (Zentral Elburz)”, Iran. Mitteilungen aus dem Geologischen Instiute der Eidgenoessischen Technischen Hochshule und der Universitaet Zurich, Neu Folge, 63, 144.
[7]. Bailey, E. B.; Jones, R. C. B.; & Asfia, S. (1948). “Notes on the geology of the Elburz Mountains, north-east of Tehran, Iran”, The quarterly Journal of the Geological Society of London, 413, 1-42.
[8]. Deere, D.U.; & Deere, D.W. (1989). “Rock quality designation (RQD) after twenty years contract Report GL-89-1. U. S. Army Engineer Water ways Experiment station, Vicksburg, MS.
[9]. Di Pasquale, A. (2018). “Monitoring Strategies of Earth Dams by Ground-Based Radar Interferometry: How to Extract Useful Information for Seismic Risk Assessment”, Sensors, v. 18, pp: 1-25.
[10]. Farova, K.; Jelenek, J.; Kopackova-Strnadova, V.; & Kycl, P. (2019). “Comparing DInSAR and PSI Techniques Employed to Sentinel-1 Data to Monitor Highway Stability: A Case Study of a Massive Dobkovicky Landslide, Czech Republic”, Remote Sensing, v. 11, p: 1-23.
[12]. Hanssen, RF. (2001). “Radar interferometry: data interpretation and error analysis”, Springer Science & Business Media.
[13]. Herrera, G.; Tomás, R.; Lopez-Sanchez, J.M.; Delgado, J.; Mallorqui, J.J.; Duque, S.; & Mulas, J. (2007). “Advanced DInSAR analysis on mining areas: La Union case study (Murcia, SE Spain)”, Engineering Geology. 90 (3–4): 148–159.
[14]. Hooper, A.; Segall, P.; & Zebker, H. (2007). “Persistent scatterer interferometric synthetic aperture radar for crustal deformation analysis”, J Geophys Res. 112, pp:1-21.
[15]. Kelly, J.; Wakeley, L.D.; Broadfoot, S.W.; Pearson, M.L.; McGill, T.E.; Jorgeson, J.D.; Talbot, C.A.; & McGrath, C.J. (2007). Geologic setting of Mosul Dam and its engineering implications, final report, U.S. Army Engineer District, Gulf Region, Baghdad, Iraq.
[16]. Lanari, R.; Mora, O.; Manunta, M.; Mallorquí, J.J.; Berardino, P.; Sansosti. E. (2004). “A small-baseline approach for investigating deformations on full-resolution differential SAR interferograms”, IEEE Transactions on Geoscience and Remote Sensing, 42, pp:1377-1386.
[17]. Lar Dam and Mazandaran irrigation project- final report. (1972). Volume 1 to 4, March, Sir Alexander Gibb.
[18]. Lar Dam rehabilation studies. (1994). “Stage I- evaluation and identification”, Volume 1 to 7, March, SETEC consultant engineers.
[19]. Mani, P.; Kumar, R.; & Patara. J. P. (2020) “Dam break flood hazard assessment: A case study for a small dam at source stream of river Ganga in Uttarakhand”, India. Roorkee WaterConclave.
[20].
Piao, S.; Ciais, P.; Huang, Y.; Shen, Z.; Peng, S.; Li, J.; Zhou, L.; Liu, H.; Ma, Y.; & Ding, Y. (2010) “The impacts of climate change on water resources and agriculture in China”, Nature, 467: 43–51.
[21]. Raucoules, D.; Maisons, C.; Carnec, C.; Le, Mouelic, S.; King, C.; & Hosford, S. (2003). “Monitoring of slow ground deformation by ERS radar interferometry on the Vauvert salt mine (France): Comparison with ground-based measurement”, Remote sensing of environment. 88, pp: 468-478.
[22]. Riccardi, P.;Tessari, G.; Lecci, D.; Floris, M.; & Pasquali. (2017). “Use of Sentinel-1 SAR data to monitor Mosul dam vulnerability”, 19th EGU General Assembly. In: EGU GENERAL ASSEMBLY, 19, pp: 23-28, Vienna.
[23]. Stematiu, D. (2006) Dam engineering, Bucureresti Conspress.
[24]. Zhou, W.; Li, S.; Zhou, Z.; & Chang, X. (2016). “Remote Sensing of Deformation of a High Concrete-Faced Rockfill Dam Using InSAR: A Study of the Shuibuya Dam”, China. Remote Sensing, v. 8, n. 255, p. 1-15.
[25]. Yang, J.; & Wu, Z. (2002). “Present conditions and development of dam safety monitoring and control researches home and abroad (in Chinese)”, J Xi’an Univ Technol, 18, pp: 26–30.