Centrifuge Modeling of Seismic Performance of Reinforced Earth Structures - Reinforced Soil Engineering: Advances in Research and Practice - page 413

Figure 2 (a) Relationship between centrifuge acceleration and tensile strain in geogrid.
(b) Increase in tensile force of geogrid with increasing height of embankment in field test.
(From Satoh et al., 1995.)
history, however, it is rather difficult to yield quantitative discussions on the
performance.
In order to avoid the uncertainty in the increasing centrifugal acceleration
during the loading process, Matichard et al. (1988) and Davies and Jones (1988)