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- W2398513511 abstract "By the compressive prestress, the restraint effect of soil, reinforced by geosynthetics, increases and the ductility of the reinforced earth improves. In the previous study, the efficiency of the compressive prestress for the restraint effect of soil was tested by using several different types of reaction plates and wall facing unit. However, the construction and design method of the compressive prestress in the embankment has not been confirmed at the present. In this test, as the small-scale test, the effect for the stress in earth and the workability of the influence of quality, size and direction of reaction plate were tested. In this test, following results were confirmed;The bending rigidity influences to the stress propagation effect in earth.The efficiency of the compressive prestress for the restraint effect of soil increases.The some improvement is needed for workability." @default.
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- W2398513511 date "1999-01-01" @default.
- W2398513511 modified "2023-10-16" @default.
- W2398513511 title "The confirmation of the efficiency of the compressive prestress in the reinforced-mbankment slope" @default.
- W2398513511 doi "https://doi.org/10.5030/jcigsjournal.14.82" @default.
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