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 j and the 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:
Method of settlement computation for various types of soils, Soil Mechanics and foundation engineering, Springer, 7 (3), 1970, str, 201-206.