Small-Strain Shear Modulus and Damping Ratio of Sand-Rubber and Gravel-Rubber Mixtures
By Anastasios Anastasiadis, Kostas Senetakis, K. Pitilakis. Geotechnical and Geological Engineering, 2012
190 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/cb288b8b1df7b9669f30dd1f102a25fb3b77027b
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In Civil and Structural Engineering
Citations in the corpus
- Shear strength and dilatancy behaviour of sand–tyre chip mixtures (2015, background): “In addition, sand-scrap tyre mixtures were reported to have 152 low shear modulus and high damping ratio (e.g., Anastasiadis et al. 2012, Kaneko et al. 153 2013a and Kaneko et al. 2013b), low liquefaction potential (Kaneko et al. 2013a and Kaneko 154 et al. 2013b) and remarkable damping and seismic…”