Estimation of Uplift Pressure Equation at Key Points under Floor of Hydraulic Structures

References

• Abedi Koupaei, J. (1991). Investigation of effective elements on uplift pressure upon diversion dams by using finite difference. thesis for MSC (in Persian), University of Tarbiat Modarres
   Google Scholar
• Ahmed, A. A., & Bazaraa, A. S. (2009). Three-dimensional analysis of seepage below and around hydraulic structures. Journal of Hydrologic Engineering, 14(3), 243–14. https://doi.org/10.1061/(ASCE)1084-0699(2009)14:3(243)
   Web of Science ®Google Scholar
• Ahmed, A. A., & Elleboudy, A. M. (2010). Effect of sheetpile configuration on seepage beneath hydraulic structures. In Scour and Erosion (pp. 511–518)
   Google Scholar
• Al-Delewy, A. A., Shukur, A.-H. K., & AL-Musawi, E. W. H. (2006). Optimum design of control devices for safe seepage under hydraulic structures. Journal of Engineering and Sustainable Development, 10(1), 66–87. https://www.iasj.net/iasj/article/10146
   Google Scholar
• AL-Musawi, W. H., Shukur, A.-H. K., & Al-Delewy, A. A. (2006). Optimum design of control devices for safe seepage under hydraulic structures. Journal of Engineering and Sustainable Development, 10(1), 66–87.
   Google Scholar
• Bligh, W. (1910). Dams, barrages and weirs on porous foundations. Engineering News, 64(26), 708–710.
   Google Scholar
• Dekhn, H. C. (2008). Analysis of Seepage Under Hydraulic Structures for Different Cases Using Finite Element Method. (Master Degree), University of Kufa,
   Google Scholar
• Fil’chakov, P. (1959). The theory of filtration beneath hydrotechnical structures. In Izd-vo Akademii nauk Ukrainskoi SSR Kiev.
   Google Scholar
• Griffiths, D., & Fenton, G. A. (1997). Three-dimensional seepage through spatially random soil. Journal of Geotechnical and Geoenvironmental Engineering, 123(2), 153–160. https://doi.org/10.1061/(ASCE)1090-0241(1997)123:2(153)
   Web of Science ®Google Scholar
• Harr, M. (1962). Groundwater and Seepage, p 249 McGraw-Hill Book Co. In Inc. New York.
   Google Scholar
• Hillo, A. (1993). Finite Elements for Seepage below Hydraulic Structure on Anisotropic Soil Foundation. M. Sc. Thesis, College of Engineering, University of Basrah
   Google Scholar
• Hosseinzadeh Asl, R., Salmasi, F., & Arvanaghi, H. (2020). Numerical investigation on geometric configurations affecting seepage from unlined earthen channels and the comparison with field measurements. Engineering Applications of Computational Fluid Mechanics, 14(1), 236–253. https://doi.org/10.1080/19942060.2019.1706639
   Web of Science ®Google Scholar
• Jamel, A. A. J. J. A. J. F. E. S. (2017). Effect of Two Sheet Piles in Double Soil Layers on Seepage Properties under Hydraulic Structure Using SEEP/W Program, 20(1), 194–205. https://www.nahje.com/index.php/main/article/view/86
   Google Scholar
• Kamanbedast, A., & Delvari, A. J. W. A. S. J. (2012). Analysis of Earth Dam: Seepage and Stability Using Ansys and Geo-studio Software, 17(9), 1087–1094. http://www.idosi.org/.../4.pdf
   Google Scholar
• Karl, T., Peck, R. B., & Mesri, G. (1967). Soil mechanics in engineering practice (3rd ed.). ed.. Wiley.
   Google Scholar
• Khalili Shayan, H., & Amiri-Tokaldany, E. (2015). Effects of blanket, drains, and cut-off wall on reducing uplift pressure, seepage, and exit gradient under hydraulic structures. International Journal of Civil Engineering, 13(4), 486–500.https://doi.org/10.22068/IJCE.13.4.486
   Google Scholar
• Khosla, A. (1999). Policy Matters, Newsletter of the IUCN Commission on Environmental, Economic and Social Policy (CEESP).
   Google Scholar
• Khosla, A., Bose, N., & McKenzie, E. (1936). Design of weirs on pervious foundations. In: Publication.
   Google Scholar
• Lane, E. W. (1935). Security from under seepage masonry dams on earth foundations. Transactions of ASCE, 100(1), 1234–1351. https://doi.org/10.1061/TACEAT.0004655
   Google Scholar
• Leliavsky, S. (1955). Irrigation and hydraulic design.
   Google Scholar
• Nassralla, T., & Rabea, A. J. T. E. I. J. O. E. S. (2016). Technology. Seepage Characteristics under Hydraulic Structure Foundation (Supported by Sheet Pile) in Multi-Layers Soil, 18(4), 229–238. https://journals.ekb.eg/article_97121_a159559a1c2bf71a6e7f1306bbfd590f.pdf
   Google Scholar
• Novak, P., Moffat, A., Nalluri, C., & Narayanan, R. (2014). Hydraulic structures. CRC Press.
   Google Scholar
• Obead, I. H. J., & J. O., K. U. (2013). Effect of Position and Inclination Angle of Cut-off Wall on Seepage Control in the Foundation of Dam Structure, 11(4), 17–32. https://kj.uokerbala.edu.iq/article_82420.html.
   Google Scholar
• Polubarinova-Koch, P. I. (2015). Theory of ground water movement. Princeton University Press.
   Google Scholar
• Rasool, M. H. J. K. J. O. E. (2018). Effect of Mutual Interference Piles on Seepage Properties under Hydraulic Structures 9(4), 273-285. https://pdfs.semanticscholar.org/df39/39cbf2dc8776d4951af32c54f8900d3908ed.pdf.
   Google Scholar
• Říha, J. (2020). Groundwater Flow Problems and Their Modelling. In Assessment and Protection of Water Resources in the Czech Republic (pp. 175–199). Springer, Springer Water book series.
   Google Scholar
• Sedghi-Asl, M., Rahimi, H., & Khaleghi, H. (2005). Effect of cut-off wall’s depth and situation on reducing seepage under hydraulic structures by using numerical method. Paper presented at the Fifth Iranian Hydraulic Conference, Kerman University, Ahvaz, Iran.
   Google Scholar
• Singh, B., Sihag, P., Pandhiani, S. M., Debnath, S., & Gautam, S. J. I. J. O. H. E. (2019). Estimation of Permeability of Soil Using Easy Measured Soil Parameters: Assessing the Artificial Intelligence-based Models, 1–11. https://doi.org/10.1080/09715010.2019.1574615
   Google Scholar
• Stolarski, T., Nakasone, Y., & Yoshimoto, S. (2018). Engineering analysis with ANSYS software. Butterworth-Heinemann.
   Google Scholar
• Yin, S., Xie, R., Wu, Z., Liu, J., & Ding, W. (2019). In situ stress heterogeneity in a highly developed strike-slip fault zone and its effect on the distribution of tight gases: A 3D finite element simulation study. Marine and Petroleum Geology, January ,99, 75–91. https://doi.org/10.1016/j.marpetgeo.2018.10.007
   Web of Science ®Google Scholar