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- W745839281 abstract "A compaction model test was conducted to investigate the effect of reinforcement on the behavior of geosynthetic-reinforced clay during compaction. Compaction efficiency was increased because the ratio of shear force to vertical force in reinforced clay is smaller than unreinforced clay. And also, greater compaction load could be applied to the soil due to the drainage and tensile effect by the reinforcement. It was observed that reinforcement affected decreasing water content and increasing dry density of soil. The maximum vertical stress on the base of model frame decreases with increasing depth. However, stress concentration was induced for the increasing of soil stiffness by reinforcement. The result of compaction model tests for the soft clay was shown that reinforcement is essential for the efficient compaction." @default.
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- W745839281 date "2000-01-01" @default.
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- W745839281 title "Effects of Reinforcement on Compaction of High Water Content Clay" @default.
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