In: Civil Engineering
Table 3 and 4 present the particle size and index properties of soils. Use at least two methods to qualitatively identify the swell potential of the samples. Conclude on the effect of sand addition.
Table 4. Percentages of fines passing 75um size sieve.
Sample |
Silt-size fraction (%) |
Clay size fraction (%) |
Colloidal particles |
Natural Bentonite |
22 |
78 |
57 |
33% Sand |
15 |
56 |
48 |
50% Sand |
16 |
34 |
28 |
75% Sand |
7 |
18 |
16.5 |
Table 3. Atterberg limits of natural soil and mixtures with sand.
Sand (%) |
Bentonite (%) |
PL (%) |
PI (%) |
LL (%) |
0 |
100 |
79 |
40 |
119 |
33 |
67 |
49 |
29 |
77 |
50 |
50 |
30 |
27 |
57 |
75 |
25 |
24 |
8 |
32 |
Ans) Method 1 - By using Van der Merwe formula
Swell potential of soil in terms of K , mathematically given as :
(Pclay -0.73K)(PI -0.16Pclay K0.4) - K = 0
where Pclay = fraction of clay
PI = Plasticity Index
Putting values,
1) Natural Bentonite
(78 - 0.73K)(40 - 0.16(78)K0.40) - K =0
3120 -973.44 K0.40 -29.2 K - 9.11 K1.40 - K =0
On solving,
K = 18
Since,
When K < 16 low swell potential
16 < K < 27 medium swell potential
27 < K <37 high swell potential
K > 37 very high swell potential
For K = 18 , medium swell potential
2) 33 % sand
(56 - 0.73K)(29 - 0.16(56)K0.40 - K = 0
Again K = 18 , hence medium swell potential
3) 50 % sand
( 34 -0.73K)(27 - 0.16(34)K0.40 - K = 0
On solving K = 52
Hence , very high swell potential
4) 75% sand
(18 - 0.73K) ( 8 -0.16(18)K0.40 - K =0
On solving K = 12
Hence , low swelling potential
Method 2) According to Holtz and Gibbs,
% Colloid | Plasticity Index | Shrinkage Limit | Liquid Limit | Swelling Potential |
<15 | <18 | <15 | <39 | Low |
13 -23 | 15 -28 | 10 -16 | 39 -50 | Medium |
20 -31 | 25 -41 | 7 -12 | 50 -63 | High |
> 28 | >35 | >11 | >63 | Very High |
1) Natural Bentonite
According to above table , very high swell potential
2) 33% sand
Very high swell potential
3) 50% sand
High swell potential
4) 75% sand
Low swell potential
From above results we can see that addition of sand will reduce the swelling upto great extent. Sand content as high as 75% will reduce the swelling potential to very low. Therefore to reduce swelling sand treatment is effective way