BFDH law and attachment energy method(AE Model) were applied to α- glycine crystal.

In the calculations, the tetragonal field parameters D_s and D_t are determined from the superposition model and the local structure of the impurity center; and the core polarization constant κ ≈0.

The Local structure and optical spectra of CMSH:Ni2+ crystal are interpreted simultaneously based on superposition model and compounding with the complete diagonalization procedure(CDP) method.

The optical spectra and local lattice structure for Yb3+ in K5Bi(MoO4)4 ∶Yb3+crystal were calculated on the basis of the complete diagonalization method and the superposition model.

The application of gray system and the periodical error superposition model in the recognition of seismic anomaly;

On the influence of the ρ coefficient in superposition model on the calculation of the g factors of ground state

The local structure and EPR spectra of [VO(H_2O)_5]~(2+) in(NH_4)_2C_4H_4O_6 single crystal are interpreted simultaneously based on superposition model and two-spin-orbit-coupling parameter model.

A parameter-independent microscopic optical potential of nucleus-nucleus interaction is presented by a folding model with the isospin dependent complex nucleon-nuclear potential, which is calculated in the framework of the Dirac-Bruecker-Hartree-Fock approach.

By using the real part of the optical potential obtained in the folding model calculation and the imaginary part of the optical potential of Koning and Delaroche,the data of the proton elastic scattering off ~(30—40)S are calculated and analyzed.

A folding model for the 16O+16O system is established.

The congruence model was established with rolling prediction method,which can forecast slope instability and has been verified by a side slope in the Three Gorges.

This paper gives modeling method of congruence model, emphasizes the congruence model with periodicity trend, and improves it.

Standing on the merits of overlay model easy to be realized by programming,the viscosity,elasticity and plasticity of soft soil are expressed overlay model,furthermore,the program OMFEM(Overlay Model with Finite Element Method) evaluating the rheological behaviors of soft soil is developed.