Table 2 Parameters of joint damage creep model.
From: Solution of plastic zone range in soft rock tunnel surroundings considering joint damage
\(K\)\(/{\text{GPa}}\) | \(G_{0}\)\(/{\text{GPa}}\) | \(G_{1}\)\(/{\text{GPa}}\) | \(G_{2}\)\(/{\text{GPa}}\) | \(\eta_{1}\)\(/\left( {{\text{GPa}} \cdot {\text{h}}} \right)\) | \(\eta_{2}\)\(/\left( {{\text{GPa}} \cdot {\text{h}}} \right)\) | \(\eta_{3}\)\(/\left( {{\text{GPa}} \cdot {\text{h}}} \right)\) | \(a\) | \(P_{0}\) |
|---|---|---|---|---|---|---|---|---|
16.73 | 10.53 | 51.66 | 52.85 | 19.73 | 250.42 | 92.864 | 0.426 | 1586.54 |
