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Pullout resistance of granular anchors in clay for undrained condition
Affiliation:1. Department of Civil, Structural and Environmental Engineering, Trinity College Dublin, Dublin, Ireland;2. Geo-Engineering Section, Delft University of Technology, CN Delft, The Netherlands;3. Research and Projects, Plaxis bv, Computerlaan 14, 2628 XK Delft, The Netherlands;4. Geotechnical Engineering SPACE, Queen’s University Belfast, Belfast, UK
Abstract:
Keywords:Bulging capacity  Failure  Granular anchor  Uplift  Ultimate capacity
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