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2.7 Soil propertiesElastic settlement and consolidation settlement can be determined using their actual properties, where the soil properties of the individual layers are defined by: - Modulus of Compressibility Es (1/mv) - Modulus of Elasticity E - Compression Index Cc. This option enables ELPLA to analyze rafts on consolidated clay deposits by the different calculation methods that are available in ELPLA, Figure B-4. Also the user doesn't need to convert a soil parameter to other. When defining soil properties by the Modulus of Elasticity E, the Poisson's ratio νs can be different for every layer. Figure B-4 Menu "Soil data"
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