Research Article
Experimental Investigation of the Deformation Characteristics of Tianjin Clays under Coupled Dynamic Stress and Seepage Fields
Table 4
Parameters for the dynamic modulus equation under different CSRs and seepage pressures.
| Applied water pressure (kPa) | CSR | A | B | |
| 20 | 0.1 | 0.59 | 4.0672 | 0.92 | 0.2 | 0.9134 | 2.4834 | 0.98 | 0.3 | 1.1593 | −0.3231 | 0.91 |
| 50 | 0.1 | 0.8779 | 2.3727 | 0.88 | 0.2 | 1.1448 | 1.1237 | 0.98 | 0.3 | 1.3869 | −0.9758 | 0.93 |
| 100 | 0.1 | 0.9984 | 1.8141 | 0.98 | 0.2 | 1.7917 | −2.4588 | 0.95 | 0.3 | 2.3212 | −3.4983 | 0.92 |
| 150 | 0.1 | 1.2303 | 0.5244 | 0.99 | 0.2 | 2.3224 | −4.3801 | 0.96 | 0.3 | 3.2153 | −5.5152 | 0.88 |
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