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- W2347417967 abstract "One cross section in the reinforcement segment by CFG piles of Wu-Guang high-speed railway was chosen to fix 14 flexible displacement meters at intervals in the geogrid on the pile top and in the soil between piles to monitor the change of the geogrid as the horizontal reinforcement with load and time.Combined with the monitoring results,the internal mechanism of geogrid deformation was studied.The results indicate that,either on the pile top or in the soil between piles,the geogrid deformation along the cross section of the subgrade can be approximately divided into three areas: the central area of subgrade,the transition area under the shoulder and the slope toe area of subgrade.The soil arching effect is the important factor in geogrid deformation process.Local compression area exists either on the pile top or in the soil between piles under soil arching effect.When the reinforced cushion is composed of graded crushed stones,the most easily failure place of geogrid is located at pile-soil juncture,and the failure mode of geogrid is more similar to acetabuliform rather than parabola." @default.
- W2347417967 created "2016-06-24" @default.
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- W2347417967 date "2011-01-01" @default.
- W2347417967 modified "2023-09-28" @default.
- W2347417967 title "Research on the Deformation Mechanism of the Geogrid Reinforced Cushion for Pile-Net Composite Foundation" @default.
- W2347417967 hasPublicationYear "2011" @default.
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