Advances in Civil Engineering / 2018 / Article / Fig 5

Research Article

Sample Rocks Tests and Slope Stability Analysis of a Mine Waste Dump

Figure 5

The relationship curve representing test results for sample waste rocks. (a) Shear stress-displacement curve for Pit J1 (natural). (b) Peak shear stress-normal stress curve for Pit J1 (natural). (c) Shear stress-displacement curve for Pit J1 (saturated). (d) Peak shear stress-normal stress curve for Pit J1 (saturated). (e) Shear stress-displacement curve for Pit J2 (natural). (f) Peak shear stress-normal stress curve for Pit J2 (natural). (g) Shear stress-displacement curve for Pit N2 (natural). (h) Peak shear stress-normal stress curve for Pit N2 (natural). (i) Shear stress-displacement curve for Pit N3 (natural). (j) Peak shear stress-normal stress curve for PitN3 (natural). (k) Shear stress-displacement curve for Pit N3 (saturated) (l) Peak shear stress-normal stress curve for Pit N3 (saturated).
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