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Table 1 Silica sands and kaolinite mixed ratio of samples

From: The relationship among the premonitory factors of landslide dam failure caused by seepage: an experimental study

Sample number

SS 4 (kg)

SS 5 (kg)

SS 6 (kg)

SS 8 (kg)

Kaolinite (kg)

Water (kg)

Total (kg)

SAM 1

0.5

4.5

5.0

0.5

0.5

0.5

11.5

SAM 2

0.5

4.5

5.0

1.0

–

0.5

11.5

SAM 3

1.0

4

5.5

0.5

–

0.5

11.5

SAM 4

0.5

4.5

5.5

0.5

–

0.5

11.5

SAM 5

–

5.0

5.0

1.0

–

0.5

11.5

SAM 6

1.0

5.0

5.0

–

–

0.5

11.5