Triaxial experimental results
Figure 8 shows typical triaxial experimental results for the marble specimen
under simple cylic loading at 25 . It should be noted that even after peak stress.
the specimens still continued to undergo cylic loading untilthe residual strength ,
which occured easily due to ductile failure of the marble material after peak strength.
Based on the triaxial experimental results of the marble under monotonic and simple
cyclic loading shown,respectively, in Fig. 6a and Fig 8 ,the comparision of the peak
strengths under monotonic and simple cyclic loading is presented in Fig. 6a. We can
see that the cyclic triaxial strength of the marble was approximately
equal to the monotonic triaxial strength
under simple cylic loading at 25 . It should be noted that even after peak stress.
the specimens still continued to undergo cylic loading untilthe residual strength ,
which occured easily due to ductile failure of the marble material after peak strength.
Based on the triaxial experimental results of the marble under monotonic and simple
cyclic loading shown,respectively, in Fig. 6a and Fig 8 ,the comparision of the peak
strengths under monotonic and simple cyclic loading is presented in Fig. 6a. We can
see that the cyclic triaxial strength of the marble was approximately
equal to the monotonic triaxial strength
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