Dynamic Behavior of Sand/Rubber Mixtures. Part I: Effect of Rubber Content and Duration of Confinement on Small-Strain Shear Modulus and Damping Ratio

Author:

Anastasiadis Anastasios1,Senetakis Kostas2,Pitilakis Kyriazis3,Gargala Chrysanthi4,Karakasi Iphigeneia4

Affiliation:

1. Lecturer, Dept. of Civil Engineering, Aristotle Univ., Thessaloniki, GR, e-mail: anas@civil.auth.gr

2. Post-Doctoral Fellow, Dept. of Civil and Architectural Engineering, City University of Hong Kong, Hong Kong, formerly Aristotle University of Thessaloniki, GR, e-mail: ksenetak@civil.auth.gr

3. Professor, Dept. of Civil Engineering, Aristotle Univ., Thessaloniki, GR, e-mail: kpitilak@civil.auth.gr

4. Civil Engineer, Dept. of Civil Engineering, Aristotle Univ., Thessaloniki, GR.

Publisher

ASTM International

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2. Cyclic Direct Shear Testing of a Sand with Waste Tires;Sustainability;2022-12-15

3. Elastic waves in particulate glass-rubber mixtures;Proceedings of the Royal Society A: Mathematical, Physical and Engineering Sciences;2021-05

4. Dynamic properties of EPS-sand mixtures using cyclic triaxial and bender element tests;Geosynthetics International;2019-12

5. Mechanism of geotechnical seismic isolation system: Analytical modeling;Soil Dynamics and Earthquake Engineering;2019-07

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