Диссертация (1141446), страница 78
Текст из файла (страница 78)
1986. Bulletin 54.ICOLD. Rockfill Dams with Concrete Facing, International Commision onLarge Dams. 1989. Bulletin 70.ICOLD. Bitumnous Cores for Fill Dams // International Commission on LargeDams. Paris. 1992. Bulletin 42.201ICOLD. State-of-the-Art of RCC dams. 2003. Bulletin 125.ICOLD. Concrete Face Rockfill dam: Concepts for design and construction,International Commision on Large Dams. 2010. Bulletin 141.ICOLD. Geomembrane sealing systems for dams.
Design principles and rewiewof experience. 2010. Bulletin 135.Janbu, N. Soil Compressibility as Determined by Oedometer and Triaxial Tests.Proc. of the European Conf. on Soil Mech. and Found. Engrg., Germany. 1963.Volume 4. pp.19-25.Jafarzadeh, F., Mousavi, S.H. Effect of Specimen's Age on MechanicalProperties of Plastic Concrete Walls in Dam Foundations // Electronic Journal ofGeotechnical Engineering. 2012.
Volume 17. pp.473-482.Johannesson, P., Tohlang, S.L. Lessons learned from Mohale // TheInternational Water Power & Dam Construction. August 2007. Volume 59. Issue 8.pp.16-18+20-22+24-25.Kahl T.W., Kauschinger J.L., Perry E.B. Plastic concrete cutoff walls for EarthDams. Departament of the Army US Army Corps of Engineers. 1991.
119p.Kearsey W.G. Recent developments of upstream membranes for rockfill dams.A Thesis Submitted to the Faculty of Graduate Studies and Research in PartialFulfilment of the Requirements for Requirements for the Degree of Master ofEngineering In Geotechnique. Edmonton. Alberta. July 1983. 122p.Khamwongkhong, P., Mairaing, W. Dam embankment deformation and faceslab movement monitoring of Nam Ngum 2 concrete face Rockfill Dam. Dams andReservoirs under Changing Challenges. Proceedings of the International Symposium onDams and Reservoirs under Changing Challenges - 79 Annual Meeting of ICOLD,Swiss Committee on Dams.
2011. pp.79-90.Koerner R.M. Designing with Geosynthetics. – Xlibris. Corp, 2012. – 524p.Koerner, R.M., Hsuan, Y.G., Koerner, G.R. Lifetime predictions of exposedgeotextiles and geomembranes // Geosynthetics International. 2017. No 24(2). pp. 198212.Kondner, R.L. Hyperbolic Stress-Strain Response. Cohesive Soils // Journal ofthe Soil Mechanics and Foundations Division. ASCE. 1963. No 89. SM1, pp.115-143.Lawton F.L. and Lester M.D. Settlement of Rockfill Dams. Proceedings of the8th International Congress on Large Dams. Edinburgh. 1964.
Volume 3. pp. 599-613.Li N., Wang J., Mi Z., Li D. Deformation safety of high concrete face rockfilldams. 18th International Conference on Soil Mechanics and Geotechnical Engineering,Paris. 2013. pp.3301-3304.Linero, S., Palma, C. and Apablaza, R. Geotechnical characterization of wastematerial in very high dumps with large-scale triaxial testing. Proceedings, InternationalSymposium on Rock Slope Stability in Open Pit Mining and Civil Engineering.
Perth,Australia. 2007. pp.59-76.202Lorenz W., List F. Application of the trench diaphragm method in constructingthe impervious core of dams consisting in part of the low-grade fill material. 12-thICOLD Congress. 1976. Q.44. R.6. Mexico. pp.93-104.Mairaing W., Thongthumachat C. Deformation Characteristics after Impoundingof Num Ngun 2 Concrete Face Rock Filled Dam (CFRD) in Laos PDR. 19th NationalConvention on Civil Engineering. 2014.
pp.70-78.Marachi, N.D., Chan, C.K., Seed, H.B. Evaluation of properties of rockfillmaterials // Journal of Soil Mechanics and Foundation Engineering. ASCE. 1972.No 98(1). pp.95-114.Marques Filho, P., De Pinto, N.L.S. CFRD dam characteristics learned fromexperience // International Journal on Hydropower and Dams. 2005. No 12 (1). pp. 7276.Marri Amanullah.
The mechanical behavior of cemented granular materials athigh pressures. Thesis submitted to The University of Nottingham for the degree ofDoctor of Philosophy. 2010. 279 p.Marsal, R.J. Large Scale Testing of Rockfill Materials // Journal of SoilMechaics and Foundations Division. ASCE. 1967. No 93(2). pp.27-43.Massiera, M., Szostak-Chrazanowski, A., Vautour, J., Hammamji, Y.Deformation of Concrete Face Rockfill Dams (CFRDs) resting on soil Foundation //Technical Science.
2005. No 8. pp.65-78.McDonald, J.E. Repair and rehabilitation of dams: case studies / James E.McDonald, Nancy F. Curtis. Prepared for U.S. Army Corps of Engineers, 1999. –265 p.Mirghasemi A.A., Pakzad M., Shadravan B. The world’s largest cutoff wall atKarkheh dam // The International Journal on Hydropower & Dams. 2005. Issue 2. pp.26.Mohd Hilton Ahmad. Principal Stresses in Non-Linear Analysis of BakunConcrete Faced Rockfill Dam // Journal on S&T for Development (AJSTD). 2008.Volume 25. No 2.
pp.469-479.Mohsen Ghadrdan, Seyed SA. Sadrnejad, Tahereh Shaghaghi, Kazem Ghasimi.Numerical Evaluation of Concrete-Faced Rockfill Dam Upon Multiplane DamageModel. // ROMAI J. 2015. Volume 11. No.1. pp.47-67.Mou, R., Xu, C.-J., Ma, X.-H. Analysis on stress and deformation of low elasticmodulus concrete cutoff wall inside the dam body // Applied Mechanics and Materials.2012. 130-134. pp.3208-3215.Ng, K. L. and Small, J.
C. A case study of hydraulic fracturing using finiteelement methods // Canadian Geotechnical Journal. 1999. No 36. pp.861-875.Nieto, Cristian. Mechanical behavior of rockfill materials - Application toconcrete face rockfill dams. Other. Ecole Centrale Paris, 2011. – 220p.Noll, H., Langhagen, K., Popp, M., Lang, T. Rehabilitation of the sylvensteinearth-fill dam - Design and construction of the cut off wall [Ertuchtigung des203Sylvenstein-Staudamms - Planung und Ausfuhrung der Dichtwand] //WasserWirtschaft, 2013. Volume 103. Issue 5. pp.76-79.Arici, Y. and Özel, H. FComparison of 2D versus 3D modeling approaches forthe analysis of the concrete faced rock‐fill CokalDam // arthquake Engineering &Structural Dynamics.
2013. No 42(15). pp.2277-2295.Özkuzukiran S., Özkan M.Y., Özyazicioglu M., Yildiz G.S. Settlementbehaviour of a concrete faced rock-fill dam // Geotechnical and Geological Engineering.2006. No 24. pp. 1665-1678.Pan, Y., He, Y.-L., Zhou, X.-X., Cao, X.-X. Analysis of effect of canyon terrainon stress and displacement of cutoff wall in dam foundation with deep overburden.Yantu Lixue // Rock and Soil Mechanics. 2013. No 34(7). pp. 2023-2030.Park, H.G., Kim, Y.-S., Seo, M.-W., Lim, H.-D.
Settlement BehaviorCharacteristics of CFRD in Construction Period. Case of Daegok Dam // Jour. of theKGS. September 2005. Volume 21. No 7. pp.91-105.Pietrangeli G., Pietrangeli A., Scuero A., Vaschetti G. Gibe III: A ZigzagGeomembrane Core for a 50 m High Rockfill Cofferdam in Ethiopia. The 1stInternationalSymposiumonRockfillDams.URL:http://www.pietrangeli.it/assets/uploads/pubblicazioni/file/536a0811a2e0b.pdf(датаобращения 01.07.2017).Pinto de, N.L.S., Filho, M.P.L., and Maurer, E.
Foz do Areia Dam – Design,Construction, and Behaviour. Proc. of the Symp. “Concrete Face Rockfill DamsDesign, Construction, and Performance. ASCE. 1985. pp.173-191.Pinto, N.L., Marques, P.L. Estimating the Maximum Face Slab Deflection inCFRDs // The International Journal on Hydropower & Dams, 1998. Volume 5. Issue 6.pp.28-30.Pinto de, N.L.S. Very high CFRDs: Behaviour and design features // TheInternational Journal on Hydropower and Dams. 2008.
No 15(4). pp.43-49.Pisheh, Y.P., Mir Mohammad Hosseini, S.M. Stress-strain behavior of plasticconcrete using monotonic triaxial compression tests // Journal of Central SouthUniversity of Technology (English Edition). 2012. Volume 19. Issue 4. pp.1125-1131.Rascoe, K. H., Schofield, A.N., Wroth, C.P. Oh the yielding of soils //Geotechnique. 1958. No 8(1). pp.22-53.Rasskazov L.N., Sainov M.P.
Numerical Investigation of Reliability of a HighEarthen Dam with a Reinforced-concrete Shield and Sub-Shield Zone Formed fromSoil-Cement Concrete // Power Technology and Engineering. 2012. Volume 46. No 2.pp.116-120.Reitter A.R. Design and construction of the New Exchequer dam - the world'shighest concrete faced rockfill dam // World Dams Today. 1970. pp.4-10.Reina, P. Winter freezes rolled dam // New civil Engineering.
1986. 715.Nov. 13. p.36.204Relevant aspects of the geotechnical Design for 'La Yesca' Hydroelectric Projectand of the its behavior during the construction stage: The Mexican Experience inConcrete Face Rockfill Dams. Aleman-Velasquez, J.D., Marengo-Mogollon, H.,Rivera-Constantino, R., Pantoja-Sanchez, A., Diaz-Barriga, A.F. URL:https://ru.scribd.com/document/125483416/Relevant-Aspects-of-the-GeotechnicalDesign-and-Behavior-of-La-Yesca-Dam (дата обращения: 01.07.2017).Riza Savas Özkuzukiran. Settlement Behavior of Concrete Faced RockfillDams: A case study. A Thesis Submitted to Graduate School of Natural and AppliedSciences of Middle East Technical University.
2005. pp.1-150.Saboya, F. Jr., and Byrne, P. M., Parameters for Stress and DeformationAnalysis of Rockfill Dams // Canadian Geotechnical Journal. 1993. No 30. p.690-701.Schanz T., Vermeer P.A., Bonnier P.G. The Hardening Soil Model: Formulationand verification. Beyond 2000 in Computional Geotechnics. Balkema. Rotterdam. 1999.pp.281-290.Scuero, A.M. and Vaschetti, G.L. Repair of CFRDs with syntheticgeomembranes in extremely cold climates.
Proceedings, Hydro 2005 – Policy intopractice. Villach. 2005. pp. 59-68.Scuero, A.M., Vaschetti, G.L. Underwater repair of a 113 m high CFRD with aPVC geomembrane: Turimiquire Managing Dams: Challenges in a Time of Change.Proceedings of the 16th Conference of the British Dam Society. 2010. pp.474-486.Sembenelli P., and Rodriquez, E. A. Geomembranes for Earth and Earth-RockDams: State-of-the-Art Report. Proc. Geosynthetics Applications, Design andConstruction. M. B. deGroot, et al., Eds., A.A.
Balkema. 1996. pp.877-888.Sembenelli, P., Sembenelli, G. and Scuero, A.M. Geosynthetic system for thefacing of Bovilla Dam, Proceedings of the 6th International Conference onGeosynthetics, (Ed. R. K. Rowe). 1998. Atlanta, Georgia, USA, International FabricsAssociation International, Roseville. Minnesota. pp.1099–1106.Sembenelli, P., Sembenelli, G. and Scuero, A. Bovilla: A Product of DamHistory.