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Geoenvironmental Disasters

Table 1 Mixed ratios and mechanical properties of samples

From: Relationship between seepage water volume and total suspended solids of landslide dam failure caused by seepage: an experimental investigation

Sample number

SS 4 (kg)

SS 5 (kg)

SS 6 (kg)

SS 8 (kg)

Water (kg)

Total (kg)

D50

(mm)

Cu

Cc

S456

1

5

5

–

0.5

11.5

0.394

3.075

1.375

S4568

0.5

5

5

0.5

0.5

11.5

0.565

2.185

1.098

S568

–

5

5

1

0.5

11.5

0.557

2.264

1.065

  1. D50 = median grain size; Cu = coefficient of uniformity; Cc = coefficient of curvature
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