Effects of spatial variation in cohesion over the concrete-rock interface on dam sliding stability
Authors:
- Alexandra KrounisAKAlexandra Krounis
- Fredrik JohanssonFJFredrik Johansson
- Stefan LarssonSLStefan Larsson
Open Access
- 1 December 2015
- journal article
- Published by Elsevier in Journal of Rock Mechanics and Geotechnical Engineering
- Vol. 7 (6) , 659-667
Abstract
No abstract availableKeywords
This publication has 21 references indexed in Scilit:
- System Reliability of Concrete Dams with Respect to Foundation Stability: Application to a SpillwayJournal of Geotechnical and Geoenvironmental Engineering, 2013
- Comparison of Strength Reduction Method for Slope Stability Analysis Based on ABAQUS FEM and FLAC3D FDMApplied Mechanics and Materials, 2012
- Seismic Stability Analysis of a Himalayan Rock SlopeRock Mechanics and Rock Engineering, 2010
- Laboratory Tests on Shotcrete-Rock Joints in Direct Shear, Tension and CompressionRock Mechanics and Rock Engineering, 2005
- Evaluation of safety factors in discontinuous rockInternational Journal of Rock Mechanics and Mining Sciences, 1996
- Finite Element Slope Stability Analysis by Shear Strength Reduction TechniqueSoils and Foundations, 1992
- Fundamentals of rock joint deformationInternational Journal of Rock Mechanics and Mining Sciences, 1983
- The shear strength of rock joints in theory and practiceRock Mechanics and Rock Engineering, 1977
- Associated and non-associated visco-plasticity and plasticity in soil mechanicsGéotechnique, 1975
- VI. The phenomena of rupture and flow in solidsPhilosophical Transactions of the Royal Society A, 1921