Research Article

Pullout Characteristics of Geosynthetics Reinforced Earth Using Multilayer Spreading Pullout Test

Table 5

Conditions of pullout test.

Test numberTestReinforcementConfining stress
(kPa)

FST-1Single-layerType-A30
FST-260
FST-390

FST-4MultilayerType-A30, 60, 90

TST-5Single-layerType-B30
TST-660
TST-790

TST-8MultilayerType-B30, 60, 90

FST: Fortrac Sand Test, TST: Totogrid Sand Test.