Диссертация (1141446), страница 77
Текст из файла (страница 77)
№ 1. С.11-13.Abdulla, A.A. and Kiousis, P.D. Behaviour of cemented sands. 1. Testing //International Journal for Numerical and Analytical methods in Geomechanics. 1997.No 21(8). pp.533-547.A permanent solution at Salt Springs dam. Larson, E., Kelly, R., Dreese, T.,Fleming, G., Wilkes, J. // International Water Power&Dam Construction. 2006. URL:http://www.waterpowermagazine.com/features/featurea-permanent-solution-at-saltsprings-dam/ (дата обращения: 01.07.2017).Achievements and Advancements in U.S. Dam Engineering.
U.S. Society onDams. Edited by D.D. Boyer, R.L. Wiltshire, G.S. Tarbox. 2013. – 77 p.Aghaei Araei, A., Soroush, A., Rayhani, M. Large-Scale Triaxial Testing andNumerical Modeling of Rounded and Angular Rockfill Materials. Archive of SID.Transaction A: Civil Engineering. Sharif University of Technology. June 2010.Volume 17. No 3. pp.169-183.Alemán Velásquez, J.D., Pantoja Sánchez, A., Villegas Lesso, S. Geotechnicalstudies and design of La Yesca Dam. 14th PanAmerican Conference on Soil MechanicsandGeotechnicalEngineering,2011.URL:http://geoserver.ing.puc.cl/info/conferences/PanAm2011/panam2011/pdfs/EO11Paper813.pdf (дата обращения: 01.07.2017).Amos, P.D., Bruce, D.A., Lucchi, M., Newson, T., Wharmby, N. Design andconstruction of seepage cut-off walls under a concrete dam in New Zealand with a fullreservoir.
2007. Source of the Document Association of State Dam Safety Officials DamSafety2007.URL:http://www.geosystemsbruce.com/v20/biblio/243%20Design%20Construction%20%20Cut-Off%20Walls%20under%20the%20Arapuni%20Dam.pdf (дата обращения:01.07.2017).Arici, Y. Investigation of the cracking of CFRD face plates // Computers andGeotechnics. 2011. No 38. pp.905-916.Balian, S.
Cut-Off Wall Construction at Peribonka dam // International WaterPower & Dam Construction. 2007. No 59(2). pp.42-44.Barra Grande Hydropower Plant. Design, Construction and Perfomance. MainBrazilianDamsIII.URL:http://www.cbdb.org.br/documentos/mbdiii/Barra%20grande.pdf (дата обращения: 01.07.2017).198Bellport B.P. Bureau of reclamation experience in stabilizing embankment ofFontenelle earth dam. 9-th ICOLD Congress. 1967. Q.32.
R.5. pp.67-79.Bin Xu, Degao Zou, Huabei Liu. Three-dimensional simulation of theconstruction process of the Zipingpu concrete face rockfill dam based on a generalizedplasticity model // Computers and Geotechnics. 2012. No 43. pp.143-154.Brown, A.J., Bruggemann, D.A. Arminou Dam, Cyprus, and construction jointsin diaphragm cut-off walls // Geotechnique. February 2002. Volume 52. Issue 1. pp. 313.Brown, H.M., and Kneitz, P.R.
Repair of New Exchequer Dam. // InternationalWater Power and Dam Construction. 1987. No 39(9). pp.25-29.Brunner, W.G. The first cut-off wall in the Indian Himalayas for the dam of theDhauliganga hydroelectric project. 2007. Source of the Document Association of StateDamSafetyOfficialsDamSafety2007.URL:http://www.bauerdamcontractors.com/export/sites/www.bauerdamrehabilitation.com/en/documents/publications/Dhauliganga-IGC-bn2002.pdf (дата обращения: 01.07.2017).Carl L., Strobl Th. Dichtungswände aus Zement-Bentonitsuspension //Wasserwirtschaft. 1976. Bd. 66.
No 9. pp.246-252.Cao Zheggi. Technical challenges of the Xiaolangdi project // The InternationalJournal on Hydropower&Dams. 2000. Volume 7. Issue 4. pp.70-74.Cazzuffi, D. The use of geomembranes in Italian dams // International WaterPower & Dam Construction. 1987. Volume 39. No 3. pp.17-21.Cazzuffi, D., Giroud, J.P., Scuero, A. & Vaschetti, G. Geosynthetic barrierssystems for dams. 9th International Conference on Geosynthetics. Brazil.
2010. pp.115163.Cheng, S., Zhang, G., Zhang, J., Wan, L. Effect of foundation topography on thestress-displacement response of concrete faced rockfill dam. Shuili Fadian Xuebao //Journal of Hydroelectric Engineering. 2008. No 27(5). pp.53-58.Chartrand, C., Claiss, M., Beauséjour, N., Briand, M.-H., Bouzaiene, H.,Boisjoly, C., Gonzaga, G., Quenneville, R., Bergeron, A. Toulnustouc Dam // CanadianConsulting Engineer. Oct/Nov 2006. Volume 47. Issue 6. p.51.Chavez, C., Alonso, E.
A. Constitutive model for crushed granular aggregateswhich includes suction effects // Journal of the Soil Mechanics and FoundationsDivision. 2003. No 43(4). pp.215-227.Cooke, J.B. The Concrete Face Rockfill Dam, Non-Soil Water Barriers forEmbankment Dams. April 1997. 17th Annual USCOLD Lecture Series, San Diego. CA.pp.117-132.Cooke, J.B., and Sherard, J.L. In Proceedings of the 2nd Symposium onConcrete Face Rockfill Dams: Design, Construction, and Performance. October 1985.American Society of Civil Engineers (ASCE). New York. pp.
1-658.199Dakoulas, P., Thanopoulos, Y., Anastasopoulos, K. Non-linear 3D simulation ofthe construction and impounding of a CFRD // The International Journal onHydropower and Dams. 2008. No 15(2). pp.95-101.Dang, F.-N., Wang, X.-W., Tian, W., Xu, S.-J. Deformation and stresscharacteristics of high asymmetric CFRD and for measures, Shuili Xuebao // Journal ofHydraulic Engineering.
2012. No 43(5). pp.602-608.Dang, F.-N., Yang, C., Xue, H.-B., Fang, J.-Y. The effect of valley topographyon deformation properties of CFRD // Journal of Hydraulic Engineering. 2014.No 45(4). pp. 435-442.Demars, B., Pledger, C., Barrett, B.
A.V. Watkins Dam Modification: CementBentonite Slurry Cutoff Wall. 2009. Proc. 29th USSD Conference.Development of Dam Engineering in the United States. Pergamon Press. Editedby E.B. Kollgaard and W.L. Chadwick, 1988. – 1072 p.Ding, Y., Zhang, Q., Zhang, B. FEM analysis of stress-deformationcharacteristics of cut-off walls in high core rockfill dam // Journal of HydroelectricEngineering. 2013. No 32(3). pp.162-167.Dios R.L., Garcia F.M., Cea Azañedo J.C., Mazariegos J.L.M., Gonzalez-ElipeJ.M.V.
El Diseño del Recrecimiento del Embalse de Yesa // Revista de Obras Publicas.Marzo 2007. No 3475. pp.129-148.Duncan, J. M., Byrne, P., Wong, K. S., Mabry, P. Strength, Stress-Strain andBulk Modulus Parameters for Finite Element Analyses of Stresses and Movements inSoil Masses. 1980. Report No: UCB/GT/80-01. University of California, Berkeley.Duncan, J.M., and Chang, C.Y. Nonlinear Analysis of Stress and Strain in Soil //Journal of the Soil Mechanics and Foundations Division. 1970. ASCE. No 96. SM5.pp.1629-1653.Ehrhardt, T., Scheid, Y., El Tayeb, A.
Entwurf und ausfuhrung dersteinschuttdamme und der schlitzwand des Merowe-Projektes // WasserWirtschaft.2011. No 101 (1-2). pp.36-42.Fenoux, G.Y. Ecrans en paroi realises apres edification des remblais. Nouveauxoutillages, nouvelles methods pour travax neufs on travaux de reparation. 16th ICOLD.1988.
Q.61. R.1. pp.1-26.Freitas, M.S.Jr. Concepts on CFRDs Leakage Control - Cases and CurrentExperiences. ISSMGE Bulletin. 2009. Volume 3. Issue 4. pp.11-18.Fujisawa, T. Trapezoidal CSG dam. Dam in Japan. ICOLD. 2012. pp.36-61.Fujisawa, T., Sasaki, T.
Development of the trapezoidal CSG dam // TheInternational Journal on Hydropower & Dams. 2012. Volume 19. Issue 3. pp.58-63.Garcia, F. M., Maestro, A. N., Dios, R. L., de Cea, J. C., Villarroel, J., &Martinez Mazariegos, J. L. Spain´s new Yesa dam // The International Journal onHydropower & Dams. 2006. No 13(3). pp.64-67.200Goodman R. Methods of geological engineering in discontinuous rocks. St.
PaulWest Publish. Co, 1976. – 472 p.Graybeal K.D., Levallois F. Construction of a cut off wall with the hydrofraisetrough the core of Mud Montain dam. 17th ICOLD. 1991. Q.66. R.49. pp.879-908.Grishin, V.A., Deryugin, L.M. Experience in the use of bentonite-cementconcrete for repairing the core of the earthfill dam of Kureiskaya HPP // PowerTechnology and Engineering. March 2006. Volume 40. Issue 2. pp. 90-95.Gupta, A.K. Triaxial Behaviour of Rockfill Materials // Electronic Journal ofGeotechnical Engineering - Ejge.com.
Bund J. 2009. Volume 14. URL:http://citeseerx.ist.psu.edu/viewdoc/download?doi=10.1.1.555.7873&rep=rep1&type=pdf (дата обращения 01.07.2017).Haeri, S. M., Hamidi, A., Hosseini, S. M., Asghari, E. and Toll, D. G. Effect ofcement type on the mechanical behaviour of a gravely sand // Geotechnical andGeological Engineering. 2006.
No 24(2). pp.335-360.He Yu, Shouju Li, Yingxi Liu, Jun Zhang. Non-Linear Analysis of Stress andStrain of Concrete Faced Rockfill Dam for Sequential Impoundment Process //Mathematical and Computational Applications. 2010. Voleme 15. No 5.
pp.796-801.Heidarzadeh, M., Eslamian, F., Mirghasemi, A. Application of groutingtechnique for stabilization of coarse materials - Karkheh storage dam experience. Iran.Dams and Reservoirs under Changing Challenges - Proceedings of the InternationalSymposium on Dams and Reservoirs under Changing Challenges - 79 Annual Meetingof ICOLD. Swiss Committee on Dams.
2011. pp.271-278.Hinchberger, S., Weck, J, Newsona, T. Mechanical and hydrauliccharacterization of plastic concrete for seepage cut-off walls // Canadian GeotechnicalJournal. 2010. No 47(4). pp.461-471.Hokkaido Prefecture. Toubetsu dam: an example of the innovative CSGtechnology // The International Journal on HydroPower & Dams. 2012. Volume 19.Issue 3.
pp.64-67.Höeg, K. Asphaltic Concrete Cores for Embankment Dams. Stikka Press,Norway, 1993. – 88 p.Huo, X., Wang, B., Li, Z. The application of ABAQUS in finite elementanalysis of CFRD // Applied Mechanics and Materials. 2012. No 466-467. pp.165-169.ICOLD. The gravity dam: a dam for the future - Review and recommendations.2000. Bulletin 117.ICOLD. Filling materials for watertight cut-off walls. 1985. Bulletin 51.ICOLD. Soil cement for embankment dams.