An analysis of reliability of anchor retaining wall based on unified strength theory

The values of geotechnical material parameters,c and φ,based on unified strength theory,are used for the calculation of anchor pullout force and the generalized Coulomb earth pressure in cohesive soil recommended in the norm.The performance function of anchor retaining wall is established.Considering the geotechnical parameters for normal and lognormal distribution,and using design point method and JC method to program for a project case,the reliability program,which takes the effect of intermed...