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科技攻关是建设世界上最高的龙滩RCC重力坝的有力保证 被引量:1

Scientific and Technical Tackle key problem Is a Forceful Assurance for Building Longtan RCC Dam the Highest One in the World
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摘要 拟建的龙滩水电站拦河坝是在我国南方高气温地区建造的世界上最高的碾压混凝土(RCC)重力坝(坝高2165m),需解决许多科技难题。“八五”、“九五”期间主要针对在高气温环境中建造高碾压混凝土重力坝的关键技术问题进行了研究,已取得了一批切实可用的科研成果,这些成果是建设该高RCC重力坝的有力保证。本文要点地介绍了这些科研成果。 A number of technical problems have to be tackled for building the barrage dam of the proposed Longtan hydroelectric project because it will be built in the high ambient temperature area of the southern China and the highest RCC gravity dam(216.5m high) in the world.During the eighth and ninth five years plan,main studies ever address the technical key problem to construct high roller compacted concrete(RCC)gravity dam in high ambient temperature area.Some practical results have been achieved through the scientific and technical studies.These results will ensure the soundness of building this high RCC dam.This paper outlines the studies in the issues.
作者 孙君森
出处 《红水河》 1999年第2期1-7,共7页 Hongshui River
关键词 碾压混凝土 重力坝 科研成果 水电站 roller compacted concrete,gravity dam,scientific and technical study,Longtan hydroelectric project
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  • 1王宏硕 翁情达.水工建筑物[M].北京:水利水电出版社,1990.17-19.
  • 2Tang C A. Umerical simulation on progressive failure leading to collapse and associated seism city [J]. International Journal of Rock Mechanics and Mining Science, 1997,34(2) :249 - 261.
  • 3Zhu W C, Tang C A. Numerical simulation on shear fracture process of concrete using macroscopic mechanical model [ J ]. Construction and Building Materials, 2002,16(8) :453 - 463.
  • 4Л.И.谢多夫.力学中的相似方法与量纲理论[M].北京:科学出版社,1982.
  • 5Zhu W C, Teng J G, Tang C A. Numerical simulation of strength envelope and fracture patterns of concrete under biaxial loading [J]. Magazine of Concrete Research, 2002,54 (6) : 395 - 409.
  • 6By F Z G, Rene T W. Nonlinear behavior of concrete darns using damage mechanics [J ]. Journal of Engineering Mechanics, 1995,121(4) :513 - 527.
  • 7Milan J. Thomas zimmermann embedded crack model Part: Combination with smeared cracks [J]. International Journal for Numerical Methods in Engineering, 2001(5) : 1291 - 1305.
  • 8张镜剑,涂金良,杨耀红,翟奇愚,李树瑶,孙大风.龙滩碾压混凝土重力坝坝体稳定性研究[J].红水河,1997,16(1):7-12. 被引量:1
  • 9张仲卿.碾压混凝土重力坝破坏机理研究[J].水力发电,1998,24(11):31-33. 被引量:8
  • 10郝巨涛.用界面断裂力学方法分析碾压混凝土坝的层间断裂问题[J].水利水电技术,1999,30(9):48-51. 被引量:3

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