摘要
Using MTS testing machine,the triaxial compression test with four different confining pressures and the uniaxial compression test are carried out on the red mudstone of Badong formation.The complete stress-strain curves of five different confining pressures are obtained.According to the results,the complete stress-strain curve is divided into four main phases.The relationships of the yield strength,the peak strength,and the residual strength with confining pressure are analyzed,respectively.The results show that they get a linear increase relationship with the confining pressure.Also,the bilinear elastic-linear strain softening-residual ideal plastic model is found for the mudstone.The constitutive model of each part is discussed.The related parameters are calculated.