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- W2360811205 abstract "This paper was undertaken to investigate,by centrifugal modeling test,the character of settlement and stability of picket abutment backfill with soft ground.Firstly,models with different measures such as geogrids and EPS inclusion were experimented.In addition,by destruct modeling test,courses of backfill instability were studied.It is pointed that the new method to measure geogrid strain is much better than others.Settlement of backfill surface is a slopping curve.The improvement of geogrid to backfill deformation is inconspicuous.Compressible inclusion EPS between abutment and backfill-materials is recommendable because with both compressible inclusion EPS and geogrid reinforcement settlement of backfill surface is reduced.Consequently,the results indicate that compressible inclusion EPS is recommendable material.Instability course of picket abutment backfill with soft ground is lack of bearing ability." @default.
- W2360811205 created "2016-06-24" @default.
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- W2360811205 date "2007-01-01" @default.
- W2360811205 modified "2023-09-23" @default.
- W2360811205 title "Centrifugal modeling test on highway-bridge abutment ackfill" @default.
- W2360811205 hasPublicationYear "2007" @default.
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