A method for back analysis of physical and mechanical parameters of earth-rockfill dam based on hybrid intelligent algorithm
By combining a hybrid intelligent algorithm framework with a multi-index weighted objective function, the problems of indoor test bias and slow convergence of intelligent algorithms in the acquisition of physical and mechanical parameters of earth-rock dams are solved, achieving efficient and stable parameter inversion, which is applicable to the engineering analysis of earth-rock dams under various models and geological conditions.
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Patents(China)
- Current Assignee / Owner
- DALIAN UNIV OF TECH
- Filing Date
- 2026-05-14
- Publication Date
- 2026-07-21
AI Technical Summary
Existing technologies for obtaining physical and mechanical parameters of earth-rock dams suffer from problems such as large deviations in indoor test parameters, high costs and low efficiency in field tests. Furthermore, existing intelligent algorithms are slow to converge in high-dimensional inversion and are prone to getting trapped in local optima, making it difficult to meet the needs of complex earth-rock dam projects.
A hybrid intelligent algorithm framework combining an improved particle swarm optimization algorithm and an improved tabu search algorithm is adopted. By combining a multi-index weighted comprehensive objective function and through the synergistic optimization of global search and local fine optimization, the physical and mechanical parameters of earth-rock dams are efficiently and accurately inverted.
It achieves efficient, high-precision, and stability inversion of the physical and mechanical parameters of earth-rock dams, accurately obtaining parameters that reflect the actual working state of the dam. It is applicable to various constitutive models and complex geological conditions, and supports rapid response to engineering analysis needs.
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Figure CN122197495B_ABST