Advances in Civil Engineering / 2018 / Article / Tab 1

Research Article

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

Table 1

Parameters of waste rocks measured from in situ survey.

Sample pitVolume (L)Grain size distributionTotal weight (kg)Max grain size (cm)Natural density (g/cm³)Natural water content (%)Natural repose angle (°)
d < 2 cm2 cm ≤ d < 5 cm5 cm ≤ d < 10 cm10 cm ≤ d < 20 cm20 cm ≤ d < 40 cm
Weight (kg)Percentage (%)Weight (kg)Percentage (%)Weight (kg)Percentage (%)Weight (kg)Percentage (%)Weight (kg)Percentage (%)

J-1231.3161.5029.51202.8637.06111.2820.3339.687.2532.025.85547.34372.375.2637
J-2180.3104.3627.18127.1033.1164.7616.8759.0015.3728.707.48383.92312.133.14
J-3148.295.0232.4497.5033.2941.5414.1841.5414.187.862.68292.92311.983.68
N-1123.9137.6446.1991.4430.6931.3410.5229.349.858.222.76297.98282.416.38
N-2140.5176.5257.0494.0830.4021.286.8817.565.67--309.44192.203.29
N-3148.68112.4834.48126.5038.7760.3218.4916.084.9310.883.33326.26292.192.89

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