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Analysis according to the Janbu theory
It is based on principles of nonlinear elastic deformation, where the stress-strain relationship is described by a function of two dimensionless parameters unique for a given soil. The parameters are the exponent j and the Janbu modulus m. Equations describing the settlement are obtained by specifying ε from the definition of deformation modulus Et and by subsequent integration. The program allows the user to compute settlement for the following types of soil:
- overconsolidated sands and silts
- overconsolidated cohesive soils
Literature:
Method of settlement computation for various types of soils, Soil Mechanics and foundation engineering, Springer, 7 (3), 1970, str, 201-206
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