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对大朝山水电站泄洪底孔坝段下 0 + 0 2 4 .0 0 m施工纵缝 ,在整体三向有限元应力分析的基础上 ,按照强度要求 ,研究了灌浆填注该缝的措施 ,为工程施工提供了有效的依据
Based on the three-dimensional finite element stress analysis of 0 +0 2 4 .0 0 m under the flood discharge bottom hole section of Dachaoshan Hydropower Station, according to the strength requirements, the measures of grouting filling the seam are Engineering provides an effective basis