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大坝跨心墙运输荷载下心墙安全性能分析

Safety Performance Analysis of Transportation Across Core-wall of Dam
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摘要 针对目前水利水电工程中跨心墙运输施工问题,采用心墙表面铺设垫层工法,通过三维有限元法进行计算,以半波正弦荷载表示车辆荷载,研究了跨心墙运输过程中心墙的工作性态。结果表明,心墙仅在与反滤料接触的局部区域发生剪切破坏,且破坏深度随垫层厚度的增加按指数关系减小,为实际跨心墙运输施工时选择经济合理的垫层厚度提供了依据。 At present,transportation across core-wall is a common problem during construction of earth dam.Laying cushion on the surface of the core-wall is a widely used construction method.To analyze the real working condition of transportation across the core-wall,three-dimensional FEM model is built to simulate transportation and the vehicle load is simulated by half-sin wave load.The results show that shear damage of core-wall occurs near the filter material and its depth decreases with thicker cushion.Thus,it can be used for choosing the reasonable thickness of cushion for transportation across core-wall.
出处 《水电能源科学》 北大核心 2014年第11期63-66,共4页 Water Resources and Power
关键词 心墙堆石坝 跨心墙运输 三维有限元法 剪切破坏 core rockfill dam transportation across core-wall 3D-FEM shear damage
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