2 | 0.969 |
0.938 | 0.937 | 0.0540444 |
Mariam Church | 9 | 196.73 | 321.97 | 254.91 | 41.74 | 0.132 | 0.717 | −0.909 | 1.400 |
Ajip | 9 | 245.42 | 503.90 | 358.01 | 79.63 | 0.529 | 0.717 | 0.005 | 1.400 |
Aweytu | 9 | 203.80 | 396.40 | 285.28 | 62.33 | 0.627 | 0.717 | −0.180 | 1.400 |
Saris Sefer | 9 | 174.75 | 391.34 | 272.07 | 71.92 | 0.313 | 0.717 | −0.757 | 1.400 |
JIT campus | 9 | 292.35 | 546.82 | 401.37 | 85.46 | 0.525 | 0.717 | −0.755 | 1.400 |
Mariam Church | 9 | 200.54 | 348.63 | 271.96 | 42.55 | 0.177 | 0.717 | 0.649 | 1.400 |
Ajip | 9 | 299.33 | 525.21 | 395.97 | 71.13 | 0.527 | 0.717 | −0.046 | 1.400 |
Aweytu | 9 | 238.07 | 474.49 | 332.04 | 75.12 | 0.776 | 0.717 | 0.114 | 1.400 |
Saris Sefer | 9 | 206.53 | 428.74 | 307.54 | 68.45 | 0.308 | 0.717 | −0.111 | 1.400 |
JIT campus | 9 | 397.37 | 728.32 | 528.64 | 108.76 | 0.682 | 0.717 | −0.293 | 1.400 |
Mariam Church | 0.989 | 9 | 0.995 | 0.974 | 9 | 0.926 | 0.968 | 9 | 0.879 |
Ajip | 0.974 | 9 | 0.925 | 0.977 | 9 | 0.946 | 0.936 | 9 | 0.538 |
Aweytu | 0.952 | 9 | 0.709 | 0.956 | 9 | 0.759 | 0.959 | 9 | 0.784 |
Saris Sefer | 0.988 | 9 | 0.994 | 0.974 | 9 | 0.925 | 0.935 | 9 | 0.532 |
JIT campus | 0.953 | 9 | 0.725 | 0.958 | 9 | 0.776 | 0.981 | 9 | 0.969 |
Height to diameter ratio (H/D) | 1 | −0.979 | −0.988 | −0.992 | −0.987 | −0.990 | |
Sig. | 0.000 | 0.000 | 0.000 | 0.000 | 0.000 | ||
9 | 9 | 9 | 9 | 9 | 9 | ||
UCS of Mariam Church test pit | −0.979 | 1 | 0.965 | 0.965 | 0.958 | 0.979 | |
Sig. | 0.000 | 0.000 | 0.000 | 0.000 | 0.000 | ||
9 | 9 | 9 | 9 | 9 | 9 | ||
UCS of Ajip test pit | −0.988 | 0.965 | 1 | 0.989 | 0.960 | 0.983 | |
Sig. | 0.000 | 0.000 | 0.000 | 0.000 | 0.000 | ||
9 | 9 | 9 | 9 | 9 | 9 | ||
UCS of Aweytu test pit | −0.992 | 0.965 | 0.989 | 1 | 0.972 | 0.993 | |
Sig. | 0.000 | 0.000 | 0.000 | 0.000 | 0.000 | ||
9 | 9 | 9 | 9 | 9 | 9 | ||
UCS of Saris Sefer test pit | −0.987 | 0.958 | 0.960 | 0.972 | 1 | 0.974 | |
Sig. | 0.000 | 0.000 | 0.000 | 0.000 | 0.000 | ||
9 | 9 | 9 | 9 | 9 | 9 | ||
UCS of JIT campus test pit | −0.990 | 0.979 | 0.983 | 0.993 | 0.974 | 1 | |
Sig. | 0.000 | 0.000 | 0.000 | 0.000 | 0.000 | ||
9 | 9 | 9 | 9 | 9 | 9 |
38 mm | UCS2.00=(UCS(measured))/(1.596-0.288(H/D)) | 0.928 | 0.000 | Strong | 3 |
50 mm | UCS2.00=(UCS(measured))/(1.658-0.318(H/D)) | 0.938 | 0.000 | Strong | 4 |
100 mm | UCS2.00=(UCS(measured))/(1.671-0.328(H/D)) | 0.941 | 0.000 | Strong | 5 |
Mariam Church | 9 | 155.66 | 313.46 | 222.71 | 50.06 | 0.434 | 0.717 | −0.176 | 1.400 |
Ajip | 9 | 209.21 | 372.44 | 281.48 | 58.61 | 0.338 | 0.717 | −1.415 | 1.400 |
Aweytu | 9 | 181.44 | 321.42 | 251.30 | 48.41 | 0.130 | 0.717 | −1.134 | 1.400 |
Saris Sefer | 9 | 126.06 | 281.43 | 210.98 | 56.46 | −0.386 | 0.717 | −1.181 | 1.400 |
JIT campus | 9 | 225.62 | 465.21 | 340.70 | 77.48 | 0.142 | 0.717 | −0.629 | 1.400 |
38 mm | 13.44 | 289.05 | 16.70 | 3.84% |
50 mm | 12.53 | 215.77 | 14.64 | 4.15% |
100 mm | 11.21 | 232.69 | 14.86 | 4.42% |
3 | 0.970 |
0.941 | 0.940 | 0.0540500 |
3.0 | 114 | 1.14 | 150 | 1.50 | 300 | 3 |
2.75 | 104.5 | 1.05 | 137.5 | 1.38 | 2750 | 2.75 |
2.5 | 95.0 | 0.95 | 125 | 1.25 | 250 | 2.50 |
2.25 | 85.5 | 0.86 | 112.5 | 1.13 | 225 | 2.25 |
2.0 | 76.0 | 0.76 | 100 | 1.00 | 200 | 2.00 |
1.75 | 66.5 | 0.67 | 87.5 | 0.88 | 175 | 1.75 |
1.5 | 57.0 | 0.57 | 75.0 | 0.75 | 150 | 1.50 |
1.25 | 47.5 | 0.48 | 62.5 | 0.63 | 125 | 1.25 |
1.00 | 38.0 | 0.38 | 50.0 | 0.50 | 100 | 1.00 |
1 | 0.963 |
0.928 | 0.926 | 0.053191 |
Liquid limit, % | 79 | 49 | 72 | 86 | 75 |
Plastic limit, % | 32 | 22 | 36 | 28 | 49 |
Plastic index, % | 47 | 27 | 36 | 58 | 26 |
Percentage of course soil, % | 0.0 | 10.7 | 0.0 | 0.0 | 0.2 |
Percentage of sandy soil, % | 16.7 | 33.6 | 1.6 | 2.7 | 1.6 |
Percentage of fine soil, % | 83.3 | 55.7 | 98.4 | 97.3 | 98.1 |
Soil classification | |||||
USCS | CH | CL | MH | CH | MH |
Group name | High-plasticity clay soil | Low-plasticity clay soil | High-plasticity silty soil | High-plasticity clay soil | High High-Plasticity plasticity silty |
AASHTO | A-7-5 | A-7-6 | A-7-5 | A-7-6 | A-7-5 |
Group name | Clayey soil | Clayey soil | Clayey soil | Clayey soil | Clayey soil |
Standard Proctor compaction test | |||||
Optimum moisture content, % | 34 | 23 | 26.5 | 39 | 37.5 |
Maximum dry density, g/cm3 | 1.27 | 1.51 | 1.38 | 1.3 | 1.31 |
1 | (Constant) | 1.596 | 0.026 | 61.838 | 0.000 | |
H/D ratio | −0.288 | 0.012 | −0.963 | −23.469 | 0.000 |
Height to diameter ratio (H/D) | 1 | −0.968 |
−0.979 |
−0.970 |
−0.984 |
−0.979 |
|
Sig. | 0.000 | 0.000 | 0.000 | 0.000 | 0.000 | ||
9 | 9 | 9 | 9 | 9 | 9 | ||
UCS of Mariam Church test pit | −0.968 |
1 | 0.984 |
0.977 |
0.993 |
0.971 |
|
Sig. | 0.000 | 0.000 | 0.000 | 0.000 | 0.000 | ||
9 | 9 | 9 | 9 | 9 | 9 | ||
UCS of Ajip test pit | −0.979 |
0.984 |
1 | 0.991 |
0.996 |
0.992 |
|
Sig. | 0.000 | 0.000 | 0.000 | 0.000 | 0.000 | ||
9 | 9 | 9 | 9 | 9 | 9 | ||
UCS of Aweytu test pit | −0.970 |
0.977 |
0.991 |
1 | 0.988 |
0.995 |
|
Sig. | 0.000 | 0.000 | 0.000 | 0.000 | 0.000 | ||
9 | 9 | 9 | 9 | 9 | 9 | ||
UCS of Saris Sefer test pit | −0.984 |
0.993 |
0.996 |
0.988 |
1 | 0.986 |
|
Sig. | 0.000 | 0.000 | 0.000 | 0.000 | 0.000 | ||
9 | 9 | 9 | 9 | 9 | 9 | ||
UCS of JIT campus test pit | R | −0.979 |
0.971 |
0.992 |
0.995 |
0.986 |
1 |
Sig. | 0.000 | 0.000 | 0.000 | 0.000 | 0.000 | ||
9 | 9 | 9 | 9 | 9 | 9 |
Height to diameter ratio (H/D) | 1 | −0.994 | −0.978 | −0.973 | −0.993 | −0.986 | |
Sig. | 0.000 | 0.000 | 0.000 | 0.000 | 0.000 | ||
9 | 9 | 9 | 9 | 9 | 9 | ||
UCS of Mariam Church test pit | −0.994 | 1 | 0.983 | 0.981 | 0.997 | 0.987 | |
Sig. | 0.000 | 0.000 | 0.000 | 0.000 | 0.000 | ||
9 | 9 | 9 | 9 | 9 | 9 | ||
UCS of Ajip test pit | −0.978 | 0.983 | 1 | 0.989 | 0.988 | 0.991 | |
Sig. | 0.000 | 0.000 | 0.000 | 0.000 | 0.000 | ||
9 | 9 | 9 | 9 | 9 | 9 | ||
UCS of Aweytu test pit | −0.973 | 0.981 | 0.989 | 1 | 0.992 | 0.992 | |
Sig. | 0.000 | 0.000 | 0.000 | 0.000 | 0.000 | ||
9 | 9 | 9 | 9 | 9 | 9 | ||
UCS of Saris Sefer test pit | −0.993 | 0.997 | 0.988 | 0.992 | 1 | 0.995 | |
Sig. | 0.000 | 0.000 | 0.000 | 0.000 | 0.000 | ||
9 | 9 | 9 | 9 | 9 | 9 | ||
UCS of JIT campus test pit | −0.986 | 0.987 | 0.991 | 0.992 | 0.995 | 1 | |
Sig. | 0.000 | 0.000 | 0.000 | 0.000 | 0.000 | ||
9 | 9 | 9 | 9 | 9 | 9 |
2 | (Constant) | 1.658 | 0.026 | 63.201 | 0.000 | |
H/D ratio | −0.318 | 0.012 | −0.969 | −25.509 | 0.000 |
3 | (Constant) | 1.671 | 0.026 | 63.699 | 0.000 | |
H/D ratio | −0.328 | 0.012 | −0.970 | −26.238 | 0.000 |