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3D Stability of Unsaturated Excavation Slopes by ltorreshui is a document available to read on EtoBox.
This research report analyzes the three-dimensional stability of unsaturated excavation slopes under various seepage conditions, focusing on a case study of the Wuxi Taihu Tunnel in China. The study employs numerical simulations to evaluate the effectiveness of a water-stop curtain and a concrete-sprayed layer in enhancing slope stability by reducing groundwater seepage and deformation. Results indicate that these measures significantly improve the factor of safety and alter the critical slip surface of the
- Author
- ltorreshui
- Language
- EN