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The paper discusses the stability and seepage analysis of the Maneciu Dam, focusing on unsaturated conditions and the impact of infiltration. It employs both steady state and transient analysis to evaluate pore water pressure and flow paths, utilizing the Van Genuchten model for unsaturated soil. Results indicate that the dam remains stable across various conditions, with recommendations for using average values from different soil models for optimal design.
- Author
- Hackerman
- Language
- EN