| 龙滩碾压混凝土层面抗剪断特性研究 |
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| 引用本文： | 涂传林,何积树,陈子山,金庭节,陈厚池,周群力,王良之. 龙滩碾压混凝土层面抗剪断特性研究[J]. 大连理工大学学报, 1997, 0(Z1) |
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| 作者姓名： | 涂传林 何积树 陈子山 金庭节 陈厚池 周群力 王良之 |
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| 作者单位： | 电力部中南勘测设计研究院科研所，广西壮族自治区水电科学研究所，湖南省水利水电勘测设计研究总院科研所 |
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| 基金项目： | “八五”国家重点科技攻关项目 |
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| 摘 要： | 介绍龙滩碾压砼现场原位和室内抗剪断试验研究成果．包括试验研究方法、各种因素对层面抗剪断参数的影响、提高层面抗剪断参数的措施和抗剪断参数的统计特性，论证了建造２００ｍ级龙滩碾压混凝土重力坝的可行性
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| 关 键 词： | 混凝土；重力坝；碾压试验／抗剪断参数 |
Research on behavior of shear of RCC of Longtan Dam |
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| Tu Chuanlin,He Jishu,Chen Zishan,Jin Tingjie. Research on behavior of shear of RCC of Longtan Dam[J]. Journal of Dalian University of Technology, 1997, 0(Z1) |
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| Authors: | Tu Chuanlin He Jishu Chen Zishan Jin Tingjie |
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| Abstract: | The experimental results of shear strength of RCC are presented. The experiments were carried out in the laboratory and in situ in Longtan dam. The experimental methods, the influence of the factors on shear parameters of RCC and the methods of improving shear parameters of RCC are analyzed respectively. The statistical characteristics of shear parameters of RCC are also presented. |
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| Keywords: | concretes gravity dams field compaction tests/shear parameters |
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