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On the influence of a non-cohesive fines content on small strain stiffness,modulus degradation and damping of quartz sand |
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| Institution: | 1. Department of Civil Engineering, University of Texas at Arlington, Arlington, TX 76019, United States;2. Department of Civil and Urban Engineering, New York University, Brooklyn, NY 11201, United States |
| Abstract: | |
| Keywords: | Small strain stiffness Modulus degradation Damping ratio Quartz sand Fines content Resonant column tests |
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