Influence factor analysis of deformation behaviors for reinforced backfills behind abutment;

FEM Analysis on Deformation Behavior of Deep Excavation Considering Foundation Pile;

0,analyzes the deformation behavior of single-pile composite foundation under the action of horizontal load, discusses the influences of the size of vertical load and thickness of cushion on horizontal displacement of pile top,and shows by researching results that big vertical load and thick cushion course can reduce the displacement of pile top,which is propitious for the safety of pile.

Starting from the operator factorization in Quantum Mechanics and combined with the shape invariance of superpotential, the supersymmetric operator method can be used to exactly solve the energies and wavefunctions of bound states in a one dimensional potential well, Scarf(Ⅱ) potential.

The concepts of supersymmetry and shape invariance are introduced and the energy levels and wave function of moving ions in the potential fields of shape invariance can be obtained after the solution of Schrdinger equation has been found by algebric methods and shape invariance technique.

The energy eigenvalues for Poschl-Teller 1 potential are calculated by using the shape invariance technique.

The stress-deformation behavior of diaphragm walls of concrete face rockfill dam built on thick alluvium deposit was analyzed using the numerical analysis method.