Experimental Study on Effectiveness of Tire Waste-Sand Cushion on Seismic Performance of Retaining Wall

Author:

Edinçliler A.ORCID,Demirtaş B. S.ORCID

Publisher

Springer Nature Switzerland

Reference21 articles.

1. ASTM D 422-63 (2002) Standard test method for particle-size analysis of soils. American Society for Testing and Materials

2. ASTM D6913/D6913-17 (2017) Standard test methods for particle-size distribution (gradation) of soils using sieve analysis. American Society for Testing and Materials

3. Bathurst RJ, Zarnani S, Gaskin A (2007) Shaking table testing of geofoam seismic buffers. Soil Dyn Earthq Eng 27(4):324–332

4. Edincliler A, Toksoy YS (2017) Shake table tests to measure the dynamic performance of geotextile-reinforced embankment. Periodica Polytechnica Civ Eng 61(4):803–814

5. Edincliler A, Toksoy YS (2017) Physical model study of the seismic performance of highway embankments with and without geotextile. J Earthquake Tsunami 11(02):1750003

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