Granular Sub-base:
G.S.B - It is the layer which is used after the embankment construction. Its also known as Sub-base layer.
| G.S.B |
|
IS Sieve Designation |
Percent
by Weight Passing by IS Sieve |
|||||
|
Grading I |
Grading II |
Grading III |
Grading IV |
Grading V |
Grading VI |
|
|
75.0 mm |
100 |
- |
- |
- |
100 |
- |
|
53.0 mm |
80-100 |
100 |
100 |
100 |
80-100 |
100 |
|
26.50 mm |
55-90 |
70-100 |
55-75 |
50-80 |
55-90 |
75-100 |
|
9.50 mm |
35-65 |
50-80 |
- |
- |
35-65 |
55-75 |
|
4.75 mm |
25-55 |
40-65 |
10-30 |
15-35 |
25-50 |
30-35 |
|
2.36 mm |
20-40 |
30-50 |
- |
- |
10-20 |
10-25 |
|
0.85 mm |
- |
- |
- |
- |
2-10 |
- |
|
0.427 mm |
10-15 |
10-15 |
- |
- |
0-5 |
0-8 |
|
0.075mm |
<5 |
<5 |
<5 |
<5 |
- |
0-3 |
Use of GSB by Grade
Grading (III) and (IV) shall preferable be used in lower sub-base.
Grading (V) and (VI) shall be used as a sub-base cum drainage layer.
The thickness of each layer shall not be less than 150mm.
The minimum thickness of drainage as well as filter layer shall be 100mm.
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