Research Article
Triaxial Test and Mechanical Analysis of Rock-Soil Aggregate Sampled from Natural Sliding Mass
Table 2
Parameters of Duncan-Chang model, including E-B model and E-μ model.
| P5/% | /MPa | Φ/° | | | | | | | | |
| 50.9 | 126 | 38.0 | 919 | 0.333 | 355 | 0.284 | 0.869 | 0.435 | 0.238 | 4.303 | 58.5 | 164 | 38.4 | 1009 | 0.394 | 456 | 0.295 | 0.830 | 0.295 | 0.138 | 5.760 | 66.2 | 164 | 38.9 | 1076 | 0.376 | 470 | 0.274 | 0.845 | 0.351 | 0.178 | 5.618 | 74 | 136 | 39.2 | 1100 | 0.314 | 493 | 0.232 | 0.825 | 0.360 | 0.155 | 4.542 | 82.2 | 138 | 39.4 | 1094 | 0.347 | 455 | 0.337 | 0.814 | 0.256 | 0.054 | 5.742 |
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