Research Article
Shear Characteristics of the Interface between Recycled Concrete Aggregates and Various Geosynthetics
Table 3
Interface efficiency factor
values of RCA and various geosynthetics.
| | Geosynthetic | Aperture size (mm) | Peak shear strength of interface (kPa) | Interface enhancement factor |
| | PG | 25 × 25 | 267.2 | 1.17 | | WK | 25 × 25 | 205.9 | 0.91 | | FG | 25 × 25 | 215.9 | 0.95 | | WG | – | 222.1 | 0.98 | | GT | 25 × 25 | 237.7 | 1.04 |
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