Research Article
Soil-Structure Interaction of Flexible Temporary Trench Box: Parametric Studies Using 3D FE Modelling
Table 4
Parameters for different layers of sensitive blue clay (Louiseville clay, data from [
34]).
| Soil layer | Parameters in total stresses | Drained condition |
| Fissured brown clay (0 to 0.6 m) | kPa and ° | Drained | Plastic brown clay (0.6 to 2 m) | (Figure 1(a)) and ° | Undrained | Sensitive blue clay (2 to 15 m) | (Figure 1(a)) and ° | Undrained |
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|