摘要
哈萨克斯坦图尔古松水电站位于严寒地区,左岸挡水坝段基岩面平缓,经坝型比选,采用钢筋混凝土扶壁式挡墙砂砾石坝方案。该方案充分考虑了施工条件、发挥了材料性能,从断面尺寸拟定、稳定验算、结构分析等角度进行了精心的设计,成果满足安全与经济要求。
Turgusong Hydropower Station in Kazakhstan is located in the severe cold region, and the bedrock surface under the left bank dam is gentle. Considering the construction conditions and the available materials, the sand-gravel dam with reinforced concrete counterfort retaining wall is adopted. The dam section design, stability checking and structural design are presented.
引文
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[5]DL/T 5057-2009,水工混凝土结构设计规范[S]
[6]SL379-2007,水工挡土墙设计规范[S]