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Pure elastic stiffness of sand represented by response envelopes derived from cyclic triaxial tests with local strain measurements |
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| Authors: | Knittel Lukas Wichtmann Torsten Niemunis Andrzej Huber Gerhard Espino Edgar Triantafyllidis Theodoros |
| Institution: | 1.Karlsruhe Institute of Technology (KIT), Institute of Soil Mechanics and Rock Mechanics (IBF), Karlsruhe, Germany ;2.Chair of Soil Mechanics, Foundation Engineering and Environmental Geotechnics, Ruhr-University Bochum, Bochum, Germany ;3.Keller Grundbau GmbH, Bochum, Germany ;4.Department of Civil Engineering, University of Patras, Patras, Greece ; |
| Abstract: | Acta Geotechnica - The elastic stiffness of a fine sand at small to moderate strains ( $$\varepsilon \le 2 \times 10^{-4}$$ ) has been studied based on cyclic triaxial tests on cube-shaped samples... |
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