Novel approach to the derivation of dam breach parameters in 2D hydrodynamic modeling of earthquake induced dam failures Date June 1, 2024 Categories Publications Link: https://doi.org/10.1016/j.scitotenv. Share: AutherDCE Previous post A Research Seminar (ONLINE) on Building Digital Solutions and Challenges in Scale-Up June 1, 2024 Next post 6th Research for Industry (R4I) Webinar June 26, 2024 You may also like Strength, economic and environmental analysis of marginal embankment soil stabilised with blended Rice Husk Ash-based binders July 31, 2026 Shear strength and swell characteristics of moderate and highly expansive soils stabilized with ordinary Portland cement, lime, and fly ash July 20, 2026 Integrated Method for Fragility Assessment of Railway Embankments under Rainfall-induced Landslides May 13, 2026
