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  1. PhiaSmit

    Multi-layer system: Stress-strain discrepency

    I have modelled a LE, three-layer system that consists of a 50 mm concrete layer (40 000 MPa), a 305 mm granular layer (207 MPa) and a 20 000 mm subgrade layer. The system is modelled as one part. A pressure of 550 kPa is applied to the system over a circular area. The z-axis is used as the...

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