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Analysis on Stress and Deformation of Low Elastic Modulus Concrete Cutoff Wall Inside the Dam Body

机译:坝体内低弹性模量混凝土防渗墙的应力变形分析

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Based on the simulation of a low elastic modulus concrete cutoff wall, the effect of dam constitutive model, elastic modulus of cutoff wall, the height of dam on the stress and deformation of the cut off wall is analyzed systematically. A critical value of cutoff wall's elastic modulus values is proposed, when the elastic modulus overruns the value, the stress of wall increases fast, while almost no change when the elastic modulus is lower than the value. By comparing the sensitivity of cut off wall's stress and deformation to the change of wall's elastic modulus and dam's elastic modulus, the effect of reducing the wall's elastic modulus on the stress and deformation of wall is proved to be better than the way of enhancing the dam's elastic modulus. Meanwhile by comparing the results between 2-dimensional model and 3-dimensional model, 2-dimensional model is proved to be only suitable for the analysis of middle section of the dam, while 3-dimensional model is suitable for the whole section, including the edge part.
机译:在模拟低弹性模量混凝土防渗墙的基础上,系统分析了大坝本构模型,防渗墙的弹性模量,坝高对防渗墙应力和变形的影响。提出了防渗墙的弹性模量值的临界值,当弹性模量超过该值时,墙体的应力快速增加,而当弹性模量低于该值时,应力几乎不变。通过比较隔断墙的应力和变形对墙体弹性模量和坝体弹性模量变化的敏感性,证明减小墙体弹性模量对墙体应力和变形的影响要优于增强坝体的方法。弹性模量。同时,通过比较二维模型和三维模型的结果,证明二维模型仅适用于大坝中段的分析,而三维模型则适用于整个断面,包括大坝的中段。边缘部分。

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