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• W2151770538 abstract "A finite element modelling technique is being developed as a management tool that can be used to predict and avoid excessive soil compaction. Values of normal stress between a rigid wheel and the soil were obtained using an instrumented bar across the width of the wheel. These values were used to apply loads to the finite element model. A non-linear stress-strain relationship was used that shows that soil compaction is a function of both normal and shearing stress. The linear-elastic parameters, Young's Modulus and Poisson's ratio, are updated at small increments of load to follow the non-linear stress-strain relationship closely. Values of octahedraI normal (mean normal) and major principal stress are predicted accurately in some situations but not at the high load condition in an initially uniformly loose soil profile." @default.
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• W2151770538 date "1995-05-01" @default.
• W2151770538 modified "2023-10-01" @default.
• W2151770538 title "Prediction of Soil Stresses Beneath a Rigid Wheel" @default.
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• W2151770538 doi "https://doi.org/10.1006/jaer.1995.1030" @default.
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