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      新疆库尔干沥青混凝土心墙土石坝施工期安全监测分析

      Deformation monitoring of asphalt concrete core earth-rock dam during construction

      • 摘要: 心墙是土石坝的关键挡水结构,其变形特征直接影响土石坝的结构安全。以新疆库尔干水利枢纽工程沥青混凝土心墙为研究对象,基于心墙及坝体变形监测成果,从多个角度科学评价坝体的填筑质量空间分布情况,沥青混凝土心墙的施工质量、应力变形特征和工作性态。研究结果表明:1)坝体内部沉降位移受分层填筑施工影响,施工期坝体分层填筑沉降变形沿高程分布规律为距坝顶约1/2坝高区域工后沉降最大,距坝顶约1/3坝高区域累积沉降最大,符合土石坝一般变形规律;2)心墙挠度位移主要受坝体上下游填筑进度、心墙温度变化及施工机械压实方式等因素影响;3)心墙与过渡料错动位移变化规律为前期先增大,中期短时间内减小,后期持续增大,这与沥青混凝土的粘弹塑性变形特征、温度变化及过渡料的固结特征密切相关;4)心墙与基座接触面错动位移主要受坝体不均匀沉降、接触面的力学强度参数和心墙温度变化等因素影响;5)心墙填筑时沥青混凝土的温度将直接影响心墙的变形特征及工作性态。研究结果可为同类工程的设计和施工提供借鉴和参考。
         

         

        Abstract: Core wall is the key water retaining structure of earth-rock dam, and its deformation characteristics directly affect the structural safety of earth-rock dam. Taking the asphalt concrete core wall of Xinjiang Kurgan Water Control Project as the research object, based on the monitoring results of core wall and dam deformation, the spatial distribution of dam filling quality, construction quality, stress and deformation characteristics and working behavior of asphalt concrete core wall are scientifically evaluated from multiple angles. The results show that: 1) The internal settlement and displacement of the dam body are affected by the layered filling construction. During the construction period, the distribution law of the settlement and deformation of the layered filling of the dam body along the elevation is that the post-construction settlement is the largest in the area about 1/2 dam height from the dam top, and the cumulative settlement is the largest in the area about 1/3 dam height from the dam top, which conforms to the general deformation law of earth-rock dams; 2) The deflection displacement of the core wall is mainly affected by the upstream and downstream filling progress of the dam, the temperature change of the core wall and the compaction mode of the construction machinery. 3) The displacement of the core wall and the transition material increases at first in the early stage, decreases in a short time in the middle stage, and increases continuously in the later stage, which is closely related to the viscoelastic-plastic deformation characteristics of asphalt concrete, temperature changes and consolidation characteristics of the transition material; 4) The dislocation displacement of the interface between the core wall and the base is mainly affected by the uneven settlement of the dam, the mechanical strength parameters of the interface and the temperature change of the core wall. 5) The temperature of asphalt concrete during the core wall filling will directly affect the deformation characteristics and working behavior of the core wall. The research results can provide reference for the design and construction of similar projects.
         

         

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