Research Article
Soil-Structure Interaction of Flexible Temporary Trench Box: Parametric Studies Using 3D FE Modelling
Table 2
Strut properties (steel and aluminum) of trench box shield protection used for FE modelling in PLAXIS-3D.
| Parameter/property | PLAXIS nomenclature | Steel strut | Aluminum strut | 200 mm (8 in. ) | 100 mm (4 in. ) | 50 mm (2 in. ) | 200 mm (8 in. ) | 100 mm (4 in. ) | 50 mm (2 in. ) |
| Material type | Type | Elastic | Elastic | Elastic | Elastic | Elastic | Elastic | Young’s modulus | E1 or E2 (kN/m2) | | | | | | | Unit weight | (kN/m3) | 78.50 | 78.50 | 78.50 | 26.99 | 26.99 | 26.99 | Cross-sectional area | (m2) | 0.01 | 0.0028 | 0.0010 | 0.01 | 0.0028 | 0.001 | Moment of inertia | (m4) | | | | | | | (m4) | | | | | | | Poisson’s ratio | | 0.3 | 0.3 | 0.3 | 0.3 | 0.3 | 0.3 | 200 mm strut (SCH80) | Outer diameter strut, do (mm) | 215 | 112 | 60 | 215 | 112 | 60 | Inner diameter strut, di (mm) | 190 | 95 | 48 | 190 | 95 | 48 | Area of strut (m2) | | | | | | | or for strut (m4) | | | | | | |
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One shield geometry; m (10 ft); m (10 ft); horizontal distance between m (104 in.). |