The triaxial compressive response depiction method of rocks and anisotropy response depiction method of soils are proposed based on the disturbed state concept(DSC). DSC defines the response of material that is subjected to loading is a weighted average value of two reference response states. The actual response is composed of relative intact state response and fully adjusted state response with a disturbance factor as the weighted factor. DSC presents an average course,but the reference state responses are not displayed deteriorating course. On the triaxial compressive response depiction method of rock,DSC gives qualified fitness of stress-strain softening phase of red sandstone under regular triaxial compressive test. Steady entire phase of the stress-strain curve shows the ability of RMT–150B rock experiment instrument. Stress-strain relationship curve is described after the compact point. Disturbance factor parameters change with confining pressure value. On the anisotropy response depiction method of soil,anisotropic disturbance factor is superposed to isotropic results obtained from hierarchical single surface(HISS) model utility to show stress anisotropic characteristics of the material. The orientation of disturbance factor vector is the same as that of vector of material unit stress. The finite element method process of stress anisotropic DSC based on HISS model is presented,including detailed steps of loading and unloading certification,initial value confirmation and hardening floating rectification. Two examples prove the effectiveness of the introduced methods.