Research Article
Dynamic Behavior and Constitutive Relationship of Mudstone Slip Zone of Landslide with Weak Interlayer
Table 2
Dynamic loading test scheme of mudstone sample.
| | Group | Confining pressure (kPa) | Frequency (Hz) | Dynamic stress amplitude |
| | 1 | 400 | 0.5 | Initial value σd = 5 kPa, increased by 10 kPa | | 2 | 400 | 1 | Initial value σd = 5 kPa, increased by 10 kPa | | 3 | 400 | 3 | Initial value σd = 5 kPa, increased by 10 kPa |
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