Table 7 Component matrix.
From: Study on the destruction law of physical and shear properties of soil in mining disturbance
Index | Component | ||
|---|---|---|---|
1 | 2 | 3 | |
50 kPa shear strength | 0.896 | − 0.316 | 0.101 |
cohesive force C | 0.792 | − 0.566 | 0.015 |
150Â kPa shear strength | 0.767 | 0.502 | 0.273 |
200Â kPa shear strength | 0.666 | 0.610 | 0.374 |
100 kPa shear strength | 0.639 | 0.192 | − 0.063 |
Internal friction angle | − 0.231 | 0.928 | 0.176 |
Dry unit weight data | − 0.104 | 0.706 | − 0.333 |
Natural moisture content | − 0.324 | − 0.366 | 0.709 |
Natural density data | 0.443 | − 0.028 | − 0.645 |
