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- W567055785 abstract "One of the issues in Japan is to reuse marginal soils such as high water content volcanic cohesive soils and/or construction by-products which have never been used for fill materials. This paper proposes the conventional sandwich method combined with geosynthetics for obtaining the long term stability due to both drainage and reinforcing functions of gravel sandwich layers and geosynthetics respectively. This paper describes the results from two series of steep earth fill model test. One is for sandwich earth fills without any geosynthetics to obtain the effect of the gravel layer itself. Another is for sandwich earth fills reinforced with geosynthetics varying coarse-grained soil layers to obtain the best effect of the coarse-grained soil layers and geosynthetics. This paper also conducts Finite Element analysis to develop the simulation model for the proposed sandwich earth filling method combined with geosynthetics. The results of the model tests have shown the sufficient effects of the proposed filling method. For the covering abstract see ITRD E125786." @default.
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- W567055785 date "2001-01-01" @default.
- W567055785 modified "2023-09-27" @default.
- W567055785 title "Model experiment and analysis of sandwich earth fill reinforced with geosynthetics" @default.
- W567055785 hasPublicationYear "2001" @default.
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