Cyclic and Post-Cyclic Shear Behaviour of Interface between Geogrid and EPS Beads-Sand Backfill
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
http://link.springer.com/article/10.1007/s12205-018-0945-2/fulltext.html
Reference47 articles.
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3. ASTM C128-15 (2015). Standard test method for relative density (Specific Gravity) and absorption of fine aggregate, ASTM International, West Conshohocken, PA, 2015, DOI: 10.1520/C0128-15.
4. ASTM D4253-16 (2016). Standard Test methods for maximum index density and unit weight of soils using a vibratory table, ASTM International, West Conshohocken, PA, 2016, DOI: 10.1520/D4253-16.
5. ASTM D5321/D5321M-17 (2017). Standard test method for determining the shear strength of Soil-Geosynthetic and Geosynthetic-geosynthetic interfaces by direct shear, ASTM International, West Conshohocken, PA, 2017, DOI: 10.1520/D5321_D5321M-17.
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