A Critical Review of Full-Scale Shaking Table Tests Conducted on Reinforced Soil Retaining Walls - Reinforced Soil Engineering: Advances in Research and Practice - page 495

Figure 18 Tensile stress distribution in reinforcement at full height. (From Ling et al.,
2000.)
that may be relevant for other analysis, such as creep and relaxation, is lacking.
This kind of information would be highly required for predicting time-dependent
behavior of geosynthetic on wall performance.
The wall facing contributed to a better performance, in terms of
deformation and acceleration response. A rigid facing performed better than