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A bearing capacity of geocell-reinforced grounds under repeated loadings was investigated byY a series of field tests. Different sizes and rigidity of geocells which were made of veneer plywood . thin galvanized iron sheet and nonwoven geotextile were employed for the test . The surface deflection of test sections were observed until the repetitions of 1000 cycles of 1.7 ton motor truck loading or their structural failure . From the result of tests it was found that reinforcement effects depended on the properties of confined soil in the geocell and the supporting ground conditions . Moreover geocell materials of high rigidity demonstrated the good reduction of permanent surface deformation; however . progressive large settlement caused the failure of geocell itself. On the other hand a flexible geocell maintained the reinforcement effects on a severe ground settlement subjected to a large number of repetitive stresses .

Effects of Geocell Reinforcement on Bearing Capacity of Poor Ground Subjected to Repetitive Moving Loads