A three dimensional viscoelastic model was presented to analyze the behavior of RCCD.
据此研究并提出了相应的碾压混凝土三维黏弹性分析模型。
To increase the shear strength on lift joints of the high roller compacted concrete dam (RCCD), a kind of construction method is brought forward.
理论分析认为这一施工技术对提高碾压混凝土层缝的抗剪强度效果显著。
RCCD is wide used in hydraulic engineering because it takes advantages of concrete dam's structure and material and earth-rock dam's construction method.
碾压混凝土坝是将混凝土坝结构和材料与土石坝施工方法的优越性结合起来,在水利工程中得到广泛应用。
The problem of thermal stress and a need for temperature control in the mass concrete construction also occur in the roller compacted concrete dams(RCCD).
大体积混凝土的温度应力问题与温度控制要求在碾压混凝土坝中同样存在。
The analysis of an example indicates that the proposed model could reasonably describe the influence exerted by the construction interfaces of RCCD to the dam behavior.
实例分析表明,提出的分析模型能较好地反映碾压混凝土施工层面影响带对坝体结构性态的影响。
The analysis of an example indicates that the proposed model could reasonably describe the influence exerted by the construction interfaces of RCCD to the dam behavior.
实例分析表明,提出的分析模型能较好地反映碾压混凝土施工层面影响带对坝体结构性态的影响。
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