Countries | China | Germany | Canada | Japan | America | ||
Codes or institutions | Technical specification for application of geosynthetics in highway (JGT/T D32-2012) | Standard for applications of geosynthetics in hydro-power engineering (SL/T 225-98) | Institute of soil mechanics and geotechnical engineering (EBGEO, 1997) | Canadian geotechnical Society (1992) | Public Research Center (2000) | AASHTO Federal Highway Administration (FHWA, 2001) | The National Association of Concrete Masonry (NCMA, 2009) |
Interfaces parameter (tanφGS/tanφS) | 0.9 | 0.8 | 0.5 | Pullout: 0.5 - 0.7; direct shear: 2/3 | 1.0 | Pullout:0.8 direct shear: 2/3 | 0.65 |