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Construction and Monitoring of Cement/Bentonite Cutoff Walls: Case Study of Karkheh Dam, Iran

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Water seepage is one of the most important features of embankment dams. To prevent and reduce seepage, it is necessary to seal the dam. Plastic concrete cutoff walls are one of the most efficient methods in waterproofing the foundation of embankment dams on permeable alluvial substrates. Sufficient resistance to loads, low permeability to maintain dam sealing, high ductility compatible with the foundation and deformation under load without cracking are the main requirements in plastic concrete cutoff walls. In this paper, the construction and implementation of the cutoff wall of Karkheh Dam, which is one the world's largest water sealing projects, was studied. In addition, a numerical model using Seep-3D software was developed to evaluate the efficiency of the cut-off wall to decrease the seepage over the dam's foundation. The numerical results validated by instrumentation statistics resulted from 17-years dam operation. According to the results, after the drainage of the reservoir, the cutoff wall optimally reduced the hydraulic gradient by 0.08 from 2.35 and the water leakage by 3.1 m/s from 18.3 m/s.
Słowa kluczowe
Wydawca
Rocznik
Strony
184--199
Opis fizyczny
Bibliogr. 23 poz., tab., rys.
Twórcy
  • South Ural State University, 454080 Chelyabinsk, Lenin Prospect 76, Russian Federation
  • Production Operation Company of Karkheh Dam Hydropower Plant, Andimeshk, Khuzestan, Iran
  • Production Operation Company of Karkheh Dam Hydropower Plant, Andimeshk, Khuzestan, Iran
  • School of Engineering and Technology, University of Hertfordshire, UK
Bibliografia
  • [1] Meneylyuk, A., et al., Innovative technology of horizontal protective shield arrangement using injection. E-GFOS, 2017. 8(15): p. 36–49.
  • [2] Yan, L., D. Trapp, and A. Sy, Construction of a Plastic Concrete Seepage Cutoff Wall for the New Coquitlam Dam. 2008.
  • [3] MacGregor, P., et al., Geotechnical engineering of dams. 2014: CRC press.
  • [4] Hong, E.-S., et al., Characteristics of failure surfaces induced by embankments on soft ground. Geomechanics and Engineering, 2014. 6(1): p. 17–31.
  • [5] Abbaslou, H., A.R. Ghanizadeh, and A.T. Amlashi, Thecompatibility of bentonite/sepiolite plastic concrete cut-off wall material. Construction and Building Materials, 2016. 124: p. 1165–1173.
  • [6] Ghanizadeh, A.R., et al., Modeling of bentonite/sepiolite plastic concrete compressive strength using artificial neural network and support vector machine. Frontiers of Structural and Civil Engineering, 2019. 13(1): p. 215–239.
  • [7] Zhang1a, H., et al., Application of a modified structural clay model considering anisotropy to embankment behavior. GEOMECHANICS AND ENGINEERING, 2017. 13(1): p. 79–97.
  • [8] Zhang, G., et al., Linear regression analysis for factors influencing displacement of high-filled embankment slopes. Geomechanics and Engineering, 2015. 8(4): p. 511–521.
  • [9] Bond, A.J., et al. Eurocode 7: geotechnical design worked examples. in Workshop "Eurocode". 2013.
  • [10] di Cervia, A.L.R., Slurry trench method and apparatus for constructing underground walls. 1987, Google Patents.
  • [11] Evans, J., et al. Soil-bentonite slurry trench cutoff wall lateral deformations, consolidation, stress transfer and hydraulic conductivity. in Proceedings of the 2nd symposium on coupled phenomena in environmental geotechnics (CPEG2), Leeds, UK. 2017.
  • [12] Li, Y.-C., et al., Stresses in soil-bentonite slurry trench cutoff walls. Géotechnique, 2015. 65(10): p. 843–850.
  • [13] Kato, S., Method and apparatus for forming underground construction in situ. 1970, Google Patents.
  • [14] Dias, D. and J. Grippon, Numerical modelling of a pilesupported embankment using variable inertia piles. Structural Engineering and Mechanics, 2017. 61(2): p. 245–253.
  • [15] Anderson, T.C., m/sant piles support access shafts for tunnelcrossing in difficult geologic conditions, in GeoSupport 2004:Drilled Shafts, Micropiling, Deep Mixing, Remedial Methods,and Specialty Foundation Systems. 2004. p. 299–308.
  • [16] Pakbaz, M., A. Dardaei, and J. Salahshoor, Evaluation ofperformance of plastic concrete cutoff wall in Karkheh Dam using 3-D seepage analysis and actual measurement. Journal of Applied Sciences, 2009. 9(4): p. 724–730.
  • [17] Heidarzadeh, M., et al., Construction and performance of the Karkheh dam complementary cut-off wall: an innovative engineering solution. International Journal of Civil Engineering, 2018: p. 1–11.
  • [18] Wen, L., et al., A statistical analysis on concrete cut-off wall behaviour. Proceedings of the Institution of Civil Engineers- Geotechnical Engineering, 2018. 171(2): p. 160–173.
  • [19] Xiong, H., et al., Stress deformation analysis of plastic concrete cutoff wall for the first stage cofferdam of Shawan hydropower station [J]. Journal of Hydroelectric engineering, 2010. 2.
  • [20] Hinchberger, S., J. Weck, and T. Newson, Mechanical and hydraulic characterization of plastic concrete for seepage cut-off walls. Canadian Geotechnical Journal, 2010. 47(4): p. 461–471.
  • [21] Design Standards No. 13, Embankment Dams B.o.R. U.S. Department of the Interior, Editor. 2014.
  • [22] Duncan, J., et al., A computer programfor finite element analysis of dams. Research Repor No. 1984, SV/GT/8403.
  • [23] FLUSHPLUS, A., computer program for approximate 3-D analysis of soil-structure interaction problems. An enhanced PC version of the original FLUSH program published in, 1975.
Uwagi
Opracowanie rekordu ze środków MNiSW, umowa Nr 461252 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2020).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-2bbe69a6-851b-4c53-b8b7-4a73cc23f1cd
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