1. Spatial Estimation Method of Improved Long-Term Deformation Model Parameters for Concrete Faced Rockfill Dam.
- Author
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Chen, Hui, Chang, Zhoumei, Liu, Donghai, and Shi, Xi
- Abstract
In order to provide a theoretical basis for the precise finite element method (FEM) analysis of the long-range operation structural behavior of concrete faced rockfill dams (CFRDs), an improved creep model and the parameter spatial estimation method under digital construction were proposed. Creep characteristics of rockfill materials were studied by large-scale indoor triaxial creep test. The precision of traditional creep model was analyzed, and an improved model was proposed. The average fitting accuracy of the test results improved by 32.9% compared to the traditional model, which greatly improves the accuracy of creep characterization. Then, two models were applied for the FEM calculations of the dam under different porosities. The maximum relative difference of dam settlement brought by the two models was 60.6%. On this basis, the abnormal early warning curves of dam deformation and face deflection were proposed. Furthermore, the regression models between porosity and improved model parameters were established. Finally, the parameter spatial estimation of the improved model was achieved relying on the digital construction technology. This method takes into account the spatial variations of the mechanical parameters of dam materials, thus aligning more closely with the actual conditions. [ABSTRACT FROM AUTHOR]
- Published
- 2024
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