Research Article
An Improved Tunnel-Track Model in Saturated Poroelastic Soils to a Moving Point Load
Table 1
Dimensionless parameters of the soils used for Section
3.1.
| | Dimensionless coefficients | Numerical values |
| | Lame constants | 1 | | Compressibility of water | 1.67 | | Water density | 0.53 | | Hysteretic damping ratio β | 0.02 | | Parameter of soil structure | 1.5625 | | Compressibility of soil grain | 0.95 | | Ratio between fluid viscosity and permeability | 10 |
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