Table 5 Program of consolidation tests performed on samples prepared with chemical and pozzolanic additives.

From: Impact of various additives and their combinations on the consolidation characteristics of clayey soil

Designation

Additive (%)

Additive type

Curing period (day)

Curing condition

Loading condition

S95VA5

5

Volcanic ash

7, 14, 28, 90

Unsaturated

Saturated

S95VA10

10

Volcanic ash

7, 14, 28, 90

Unsaturated

Saturated

S95VA15

15

Volcanic ash

7, 14, 28, 90

Unsaturated

Saturated

S95VA20

20

Volcanic ash

7, 14, 28, 90

Unsaturated

Saturated

S95FA5

5

Fly Ash

7, 14, 28, 90

Unsaturated

Saturated

S90FA10

10

Fly Ash

7, 14, 28, 90

Unsaturated

Saturated

S85FA15

15

Fly Ash

7, 14, 28, 90

Unsaturated

Saturated

S80FA20

20

Fly Ash

7, 14, 28, 90

Unsaturated

Saturated

S95MP5

5

Marble powder

7, 14, 28, 90

Unsaturated

Saturated

S90MP10

10

Marble powder

7, 14, 28, 90

Unsaturated

Saturated

S85MP15

15

Marble powder

7, 14, 28, 90

Unsaturated

Saturated

S80MP20

20

Marble powder

7, 14, 28, 90

Unsaturated

Saturated

S95C5

5

Cement

7, 28

Unsaturated

Saturated

S90C10

10

Cement

7, 28

Unsaturated

Saturated

S85C15

15

Cement

7, 28

Unsaturated

Saturated

S95L5

5

Lime

7, 28

Unsaturated

Saturated

S90L10

10

Lime

7, 28

Unsaturated

Saturated

S85L15

15

Lime

7, 28

Unsaturated

Saturated