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Calculation of Parabolic Foundation Pressure and Additional Stress

机译:抛物面基础压力和额外应力的计算

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The article mainly studies the stress distribution of Hardfill dams' foundation and deduces the analytical solution of foundation stress. The distribution curve of foundation pressure is exported accurately with Finite Element Software, and then fitted exactly as a quadratic parabolic equation, whose coefficients' variation regularity and range are represented in tables for considering the variations of dam materials and bedrocks. The parabolic foundation pressure is loaded on the foundation to replace the effects of dam, and then the additional stress distribution regularity and analytical solution are deduced. The study aims at researching the stress solution of 100m high dam, and then extends it to the situation of arbitrary height. For additional stresses in foundation under quadratic parabolic loading, it can be calculated by utilizing the analytical solution.
机译:本文主要研究了硬污水坝基的应力分布,并推断了基础应力的分析解决方案。基础压力的分布曲线用有限元软件准确出口,然后完全作为二次抛物线方程,其系数的变化规则性和范围在表中表示用于考虑水坝材料和基岩的变化。抛物面压力在基础上装载以取代坝的效果,然后推导出额外的应力分布规律性和分析解决方案。该研究旨在研究100米高大坝的应力解决方案,然后将其延伸到任意高度的情况。对于在二次抛物线负载下基础的额外应力,可以通过利用分析解决方案来计算。

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