Research Article
Soil-Structure Interaction of Flexible Temporary Trench Box: Parametric Studies Using 3D FE Modelling
Figure 12
Soil pressure (Louiseville clay) on aluminum trench box shields with different plate thicknesses and strut diameters.
(a) Change of strut diameter in aluminum box shield with 75 mm wall |
(b) Change of strut diameter in aluminum box shield with 100 mm wall |
(c) Change of strut diameter in aluminum box shield with 150 mm wall |
(d) Change of strut diameter in aluminum box shield with 200 mm wall |