Table 8 Quantity of soil stabilizers needed to stabilize the assumed quantity of soil.

From: Experimental investigations on physico-mechanical properties of kaolinite clay soil stabilized at optimum silica fume content using clamshell ash and lime

Type of sample

Percentage of stabilizer (%)

Quantity of stabilizer (kg)

Cm

S

Cs

Lime

Cm

SF

CSA

Lime

C6Cm

6

0

0

0

600

-

-

-

C9Cm

9

0

0

0

900

-

-

-

C12Cm

12

0

0

0

1200

-

-

-

C15Cm

15

0

0

0

1500

-

-

-

CS6

0

6

0

0

-

600

-

-

CS6Cs3

0

6

3

0

-

600

300

-

CS6Cs6

0

6

6

0

-

600

600

-

CS6Cs9

0

6

9

0

-

600

900

-

CS6L3

0

6

0

3

-

600

-

300

CS6L6

0

6

0

6

-

600

-

600

CS6L9

0

6

0

9

-

600

-

900

  1. Cm, Cement; C, Kaolinite Clay; S, Silica Fume; Cs, Clamshell Ash; L, Lime; Quantity of Soil based on 10 m3 Volume = 10 000 kg.
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