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A GIS-based 3D slope stability analysis method based on the
Professor Jinsong Huang / Staff Profile / The University of Newcastle, Australia
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Determination of the critical failure surface for slope stability
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Stability evaluation of finite soil slope in front of piles in landslide with displacement-based method
New Green-Ampt model based on fractional derivative and its application in 3D slope stability analysis - ScienceDirect
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