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碾压混凝土重力坝横缝切缝深度研究
Study of Horizontal Transverse Joint Crevice Depth of RCC Gravity Dams
【摘要】 以龙开口碾压混凝土重力坝为例,利用数值仿真计算方法研究碾压混凝土重力坝横缝切缝深度问题,分析了因此形成的间断缝的应力变化情况.其结论可为设计单位的切缝设计、控制碾压混凝土重力坝的温度应力提供参考依据.
【Abstract】 By using numerical calculation method,and taking the Longkaikou RCC gravity Dam,for example,the horizontal transverse joint crevice depth problems of the RCC gravity dam are studied;then the stress change problem of the breaking joint are analyzed.The results provide the decision-making referential basis for the transverse joint crevice design and the controlling temperature stresses of RCC gravity dams.
【关键词】 仿真分析;
切缝深度;
混凝土温度应力;
【Key words】 simulation analysis; tangent crevice depth; concrete temperature stress;
【Key words】 simulation analysis; tangent crevice depth; concrete temperature stress;
- 【文献出处】 三峡大学学报(自然科学版) ,Journal of China Three Gorges University(Natural Sciences) , 编辑部邮箱 ,2008年03期
- 【分类号】TV642.2
- 【被引频次】2
- 【下载频次】188