نوع مقاله : مقاله پژوهشی
نویسندگان
1 گروه استخراج، دانشکده معدن، دانشگاه صنعتی اصفهان، اصفهان، ایران
2 دانشکده معدن، دانشگاه صنعتی اصفهان، اصفهان، ایران
3 دانشکده مهندسی معدن، دانشگاه صنعتی اصفهان، اصفهان، ایران
چکیده
کلیدواژه‌ها
موضوعات
عنوان مقاله [English]
نویسندگان [English]
The assessment of the permeability of fractured rock formations plays a crucial role in optimizing the design of impermeable layers in dam construction projects. Uncontrolled seepage and deficiencies in the preparation of dam foundations and abutments are among the primary causes of dam failures. This study focuses on the investigation of the permeability of fractured rock masses and the design of a cutoff wall using numerical modeling techniques. The fracture network was modeled using the discrete element method (DEM) in the 3DEC software, considering the joint patterns specific to the region. Geological conditions were incorporated into the three-dimensional model to enhance its realism and accuracy. The numerical model was validated by comparing its results with data obtained from Lugeon tests, ensuring the reliability of the simulations. The cutoff wall was designed in accordance with the geological and hydrogeological conditions of the site. The performance of the cutoff wall was analyzed by modeling two scenarios: one with the cutoff wall and the other without it, using the 3DEC and Seep/w software. Results from the seepage analyses conducted using these software tools showed that the implementation of the cutoff wall reduced seepage by 70% according to 3DEC and 80% according to Seep/w. Additionally, the permeability values obtained through various empirical methods were compared, and their errors were evaluated using the Root Mean Square Error (RMSE) index. The findings revealed that the Hoek method and Virgin method provided the most accurate results, exhibiting the least amount of error when compared to other empirical
کلیدواژه‌ها [English]
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