Research Article
Comparisons of Two Approaches for Geotechnical Model Calibration with Scarce Data
Table 2
Summary of wall geometry, soil properties, facing type, and nail spacing for soil nail walls.
| Wall | Soil type | Wall geometry | Soil strength properties | (kPa) | Facing type | Nail spacing | (m) | (ο) | (ο) | (ο) | (kPa) | (kN/m3) | | |
| W1 | Heterogenous SM | 9.2 | 0 | 0 | 36.5 | 18.5 | 16.3 | 0 | Shotcrete | 1.85 | 1.85 | W2 | Glacial tills | 12 | 10 | 0 | 32 | 0 | 20 | 22.5 | Shotcrete | 1.5–1.9 | 0.9–1.55 | W3 | Fill, silt, sand | 7.6 | 0 | 0 | 38 | 0 | 19.6 | 0 | N/A | 1.83 | 1.22–1.83 | W4 | Gravelly silty sand | 4 | 0 | 0 | 35 | 0 | 19.6 | 0 | Concrete panel | 1.0 | 1.05 | W5 | Gravelly silty sand | 5 | 0 | 0 | 35 | 0 | 19.6 | 127 | Concrete panel | 1.0 | 1.05 |
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, wall height; , face batter angle; , back slope angle; , soil friction angle; , soil cohesion; , soil unit weight; , surcharge; , horizontal nail spacing; , vertical nail spacing. |