Number | Soil Sample | Wet basis | LL | PL | Fines | Undrained Shear Strength (qu), kPa |
1 | Undisturbed | 34.66 | 45 | 11 | 89 | 91.68 |
2 | Undisturbed | 35.89 | 50 | 24 | 87 | 74.41 |
3 | Undisturbed | 27.03 | 46 | 19 | 91 | 150.9 |
4 | Undisturbed | 28.79 | 47 | 20 | 90 | 140.9 |
5 | Undisturbed | 29.66 | 58 | 30 | 84 | 282.5 |
6 | Undisturbed | 25.13 | 54 | 24 | 89 | 236.2 |
7 | Undisturbed | 35.22 | 53 | 26 | 89 | 33.02 |
8 | Undisturbed | 24.49 | 52 | 26 | 87 | 153.8 |
9 | Undisturbed | 20.42 | 54 | 28 | 86 | 0.65 |
10 | Undisturbed | 22.34 | 45 | 20 | 89 | 0.64 |
11 | Undisturbed | 24.68 | 45 | 19 | 83 | 224.3 |
12 | Undisturbed | 22.89 | 46 | 21 | 78 | 261.3 |
13 | Undisturbed | 23.63 | 52 | 26 | 82 | 345.9 |
14 | Undisturbed | 25.01 | 57 | 29 | 80 | 192.6 |
15 | Undisturbed | 27.66 | 52 | 26 | 80 | 284.7 |
16 | Undisturbed | 25.33 | 50 | 26 | 75 | 101.8 |
17 | Undisturbed | 45.68 | 77 | 42 | 86 | 136.9 |
18 | Undisturbed | 32.88 | 52 | 27 | 89 | 88.04 |
19 | Undisturbed | 29.93 | 60 | 32 | 85 | 249.4 |
20 | Undisturbed | 28.76 | 50 | 24 | 82 | 94.64 |
21 | Undisturbed | 28.76 | 48 | 24 | 86 | 157.3 |
22 | Undisturbed | 30.22 | 52 | 27 | 89 | 200.8 |
23 | Undisturbed | 41.69 | 45 | 20 | 90 | 17.09 |
24 | Undisturbed | 31.25 | 46 | 22 | 84 | 33.83 |
25 | Undisturbed | 21.47 | 45 | 22 | 86 | 238.5 |
26 | Undisturbed | 36.92 | 48 | 21 | 82 | 67.68 |
27 | Undisturbed | 22.12 | 51 | 27 | 79 | 230.9 |
28 | Undisturbed | 25.06 | 46 | 19 | 88 | 181.7 |
29 | Undisturbed | 25.72 | 54 | 28 | 84 | 203.6 |
30 | Undisturbed | 25.37 | 61 | 36 | 82 | 298.2 |
31 | Undisturbed | 21.24 | 57 | 32 | 89 | 153.8 |
32 | Undisturbed | 30.37 | 55 | 29 | 65 | 169.1 |
33 | Undisturbed | 44.15 | 56 | 25 | 82 | 110.7 |
34 | Undisturbed | 43.33 | 62 | 31 | 79 | 153.8 |
35 | Undisturbed | 46.39 | 70 | 36 | 71 | 96.04 |