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Meneylyuk, A., et al., Innovative technology of horizontal protective shield arrangement using injection E-GFOS, 2017. 8(15): p. 36–49.MeneylyukA.Innovative technology of horizontal protective shield arrangement using injectionE-GFOS201781536–4910.13167/2017.15.4Search in Google Scholar
Yan, L., D. Trapp, and A. Sy, Construction of a Plastic Concrete Seepage Cutoff Wall for the New Coquitlam Dam 2008.YanL.TrappD.SyA.Construction of a Plastic Concrete Seepage Cutoff Wall for the New Coquitlam Dam2008Search in Google Scholar
MacGregor, P., et al., Geotechnical engineering of dams 2014: CRC press.MacGregorP.Geotechnical engineering of dams2014CRC pressSearch in Google Scholar
Hong, E.-S., et al., Characteristics of failure surfaces induced by embankments on soft ground Geomechanics and Engineering, 2014. 6(1): p. 17–31.HongE.-S.Characteristics of failure surfaces induced by embankments on soft groundGeomechanics and Engineering20146117–3110.12989/gae.2014.6.1.017Search in Google Scholar
Abbaslou, H., A.R. Ghanizadeh, and A.T. Amlashi, The compatibility of bentonite/sepiolite plastic concrete cut-off wall material Construction and Building Materials, 2016. 124: p. 1165–1173.AbbaslouH.GhanizadehA.R.AmlashiA.T.The compatibility of bentonite/sepiolite plastic concrete cut-off wall materialConstruction and Building Materials20161241165–117310.1016/j.conbuildmat.2016.08.116Search in Google Scholar
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.GhanizadehA.R.Modeling of bentonite/sepiolite plastic concrete compressive strength using artificial neural network and support vector machineFrontiers of Structural and Civil Engineering2019131215–23910.1007/s11709-018-0489-zSearch in Google Scholar
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.Zhang1aH.Application of a modified structural clay model considering anisotropy to embankment behaviorGEOMECHANICS AND ENGINEERING201713179–9710.1080/17486025.2017.1400117Search in Google Scholar
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.ZhangG.Linear regression analysis for factors influencing displacement of high-filled embankment slopesGeomechanics and Engineering201584511–52110.12989/gae.2015.8.4.511Search in Google Scholar
Bond, A.J., et al. Eurocode 7: geotechnical design worked examples in Workshop “Eurocode” 2013.BondA.J.Eurocode 7: geotechnical design worked examplesWorkshop “Eurocode”2013Search in Google Scholar
di Cervia, A.L.R., Slurry trench method and apparatus for constructing underground walls 1987, Google Patents.di CerviaA.L.R.Slurry trench method and apparatus for constructing underground walls1987Google PatentsSearch in Google Scholar
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.EvansJ.Soil-bentonite slurry trench cutoff wall lateral deformations, consolidation, stress transfer and hydraulic conductivityProceedings of the 2nd symposium on coupled phenomena in environmental geotechnics (CPEG2)Leeds, UK2017Search in Google Scholar
Li, Y.-C., et al., Stresses in soil-bentonite slurry trench cutoff walls Géotechnique, 2015. 65(10): p. 843–850.LiY.-C.Stresses in soil-bentonite slurry trench cutoff wallsGéotechnique20156510843–85010.1680/jgeot.14.P.219Search in Google Scholar
Kato, S., Method and apparatus for forming underground construction in situ 1970, Google Patents.KatoS.Method and apparatus for forming underground construction in situ1970Google PatentsSearch in Google Scholar
Dias, D. and J. Grippon, Numerical modelling of a pile-supported embankment using variable inertia piles Structural Engineering and Mechanics, 2017. 61(2): p. 245–253.DiasD.GripponJ.Numerical modelling of a pile-supported embankment using variable inertia pilesStructural Engineering and Mechanics2017612245–25310.12989/sem.2017.61.2.245Search in Google Scholar
Anderson, T.C., m/sant piles support access shafts for tunnel crossing in difficult geologic conditions in GeoSupport 2004: Drilled Shafts, Micropiling, Deep Mixing, Remedial Methods, and Specialty Foundation Systems 2004. p. 299–308.AndersonT.C.m/sant piles support access shafts for tunnel crossing in difficult geologic conditionsGeoSupport 2004: Drilled Shafts, Micropiling, Deep Mixing, Remedial Methods, and Specialty Foundation Systems2004299–30810.1061/40713(2004)29Search in Google Scholar
Pakbaz, M., A. Dardaei, and J. Salahshoor, Evaluation of performance 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.PakbazM.DardaeiA.SalahshoorJ.Evaluation of performance of plastic concrete cutoff wall in Karkheh Dam using 3-D seepage analysis and actual measurementJournal of Applied Sciences200994724–73010.3923/jas.2009.724.730Search in Google Scholar
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.HeidarzadehM.Construction and performance of the Karkheh dam complementary cut-off wall: an innovative engineering solutionInternational Journal of Civil Engineering20181–1110.1007/s40999-018-0370-4Search in Google Scholar
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.WenL.A statistical analysis on concrete cut-off wall behaviourProceedings of the Institution of Civil Engineers-Geotechnical Engineering20181712160–17310.1680/jgeen.17.00142Search in Google Scholar
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.XiongH.Stress deformation analysis of plastic concrete cutoff wall for the first stage cofferdam of Shawan hydropower station [J]Journal of Hydroelectric engineering20102Search in Google Scholar
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.HinchbergerS.WeckJ.NewsonT.Mechanical and hydraulic characterization of plastic concrete for seepage cut-off wallsCanadian Geotechnical Journal2010474461–47110.1139/T09-103Search in Google Scholar
Design Standards No. 13, Embankment Dams B.o.R. U.S. Department of the Interior, Editor. 2014.Design Standards No. 13, Embankment DamsB.o.R. U.S. Department of the Interior2014Search in Google Scholar
Duncan, J., et al., A computer programfor finite element analysis of dams. Research Repor No 1984, SV/GT/84 ⍰ 03.DuncanJ.A computer programfor finite element analysis of dams. Research Repor No1984SV/GT/84 ⍰ 03Search in Google Scholar
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.FLUSHPLUSA.computer program for approximate 3-D analysis of soil-structure interaction problems An enhanced PC version of the original FLUSH program published in1975Search in Google Scholar