Advances in Civil Engineering / 2018 / Article / Tab 10

Research Article

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

Table 10

Maximum displacement (absolute value) of each step in numerical simulation.

Step no.Displacement (m)
Displacement in direction XDisplacement in direction YDisplacement in direction ZTotal displacement

20.113−0.099−0.370.38
30.122−0.105−0.3980.409
40.127−0.11−0.410.423
50.131−0.115−0.4210.434
60.197−0.198−0.6620.686
70.211−0.232−0.710.746
80.215−0.248−0.8020.815

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