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- W2912972518 abstract "An experimental and numerical study has been carried out to help develop design guidelines for the constructionof low-cost river bank protection using geobags. Building upon previous work, a 1:10 scale model was tested ina laboratory flume, comparing two different construction methods (running bond and stack bond), subjected tothree different water depths. It was found that whilst the failure pattern was highly dependent on water depth,the construction method had no noticeable impact, and it was concluded that the dominating factor is the frictionbetween individual geobags, which itself is dependent on bag overlap rather than specific construction method.A simple Discrete Element Method (DEM) model was constructed using the LIGGGHTS open source softwarewith drag and lift models applied to a multi sphere simulation of the laboratory model geobags. It was found thatdespite its simplicity this DEM model could reproduce the failure pattern of revetments very well, and thus haspotential for future use in developing design guidelines aimed at the developing world." @default.
- W2912972518 created "2019-02-21" @default.
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- W2912972518 date "2017-08-13" @default.
- W2912972518 modified "2023-09-22" @default.
- W2912972518 title "Simulating Geobag Revement Failure Processes" @default.
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