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- W1675571874 abstract "The Discrete Element Method is used to investigate the tensile behaviour and cracks mechanisms of a clay material submitted to bending loading. It is the case of compacted clay liners in landfill cap cover application. Such as the soil tested in this study is plastic clay, the distinct elements model was calibrated with previous data results by taking into account cohesive properties. Various contact and cohesion laws are tested to show that the numerical model is able to reproduce the failure mechanism. Numerical results are extending to simulate a landfill cap cover." @default.
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- W1675571874 date "2009-01-01" @default.
- W1675571874 modified "2023-09-26" @default.
- W1675571874 title "Discrete Analysis of Clay Layer Tensile Strength" @default.
- W1675571874 cites W1542530993 @default.
- W1675571874 doi "https://doi.org/10.1063/1.3180071" @default.
- W1675571874 hasPublicationYear "2009" @default.
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