Research Article
Response Analysis of a Ballasted Rail Track Constructed on Soft Soil by 3D Modeling
Figure 11
(a) Radial strain along the cross-section of the model for the deltaic deposit (subgrade E50 = 60 MPa); (b) variation in radial strain for varying subgrade stiffness (E50 = 60, 100, 200 MPa) for layer 1; (c) variation in radial strain for varying subgrade stiffness (E50 = 60, 100, 200 MPa) for layer 2 (see also Figure 3 and Table 4).
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