1. Study on long-term service behavior of concrete face rockfill dam considering actual construction quality and constitutive model improvements.
- Author
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Chen, Hui, Liu, Donghai, and Shi, Xi
- Subjects
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EARTH dams , *YIELD surfaces , *CREEP (Materials) , *STRAINS & stresses (Mechanics) , *FINITE element method , *DAMS - Abstract
Multiple groups of triaxial shear tests and creep tests were performed on rockfill materials, stress–strain, volume-strain, volumetric creep-time and axial creep-time curves were obtained under different porosity levels. Based on the analysis of the test results, the improved Shen Zhujiang double yield surface elastic–plastic model and the improved creep model were proposed for deformation prediction with higher accuracy, and they were incorporated into the calculation program for concrete face rockfill dams (CFRDs) by program development. Afterward, the regression models were established between the porosity and the parameters of the improved models, which offer quick derivation of the model parameters by porosity under the condition that lithology and gradation are basically the same. Furthermore, relying on digital construction technology, the spatial distributions of model parameters within the entire dam were estimated. Finally, a set of improved model parameters reflecting actual construction quality was assigned to an element, and the refined finite element method (FEM) numerical simulation of the long-term deformation of the CFRD considering the actual construction quality was realized. The engineering example shows that the proposed method can greatly improve the simulation accuracy of the long-term service behavior of the CFRDs. [ABSTRACT FROM AUTHOR]
- Published
- 2024
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