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- W2386825127 abstract "Centrifuge modeling test method satisfying with modeling similar law thoroughly was used.Based on reinforced soil retaining wall structure of whole rigid panel,deformation of reinforced aeolian sand retaining wall,strain distribution of geosynthetics and working mechanism of reinforced aeolian sand retaining wall were researched.It is shown that in a specific range,the closer of upright interval of reinforced layer,the better of effect;reasonable form of laying on geosynthetics is from short below to long on top in filling area;strain in a geosynthetics is big in central and small in two sides.Moreover, possibility of pulling out geosynthetics should be noticed in checking interior stability of reinforced aeolian sand retaining wall." @default.
- W2386825127 created "2016-06-24" @default.
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- W2386825127 date "2006-01-01" @default.
- W2386825127 modified "2023-09-23" @default.
- W2386825127 title "Centrifuge Modeling Test to Working Mechanism of Reinforced Aeolian Sand Retaining Wall" @default.
- W2386825127 hasPublicationYear "2006" @default.
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