Research Article
Experimental and Numerical Investigation on the Effects of Foundation Pit Excavation on Adjacent Tunnels in Soft Soil
Table 3
Parameters of the HSS model.
| Parameters | Values |
| (kPa) | 2.67 | (°) | 23° | Pref (kPa) | 100(20) | | 0(20) | M | 0.8(21) | | 0.2(20) | Rf | 0.9(22) | (kPa) | 2200 | (kPa) | 3190 | (kPa) | 20030 | (kPa) | 80120(23) | | 7.8 × 10−4(20) |
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