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Add a Gravity node to account for gravity effects.
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Click Add.
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In the Model Builder window, under Component 1 (comp1)>Solid Mechanics (solid) click Linear Elastic Material 1.
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In the Model Builder window, under Component 1 (comp1) right-click Materials and choose Blank Material.
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In the tree, select Component 1 (comp1)>Solid Mechanics (solid)>Linear Elastic Material 1>Soil Plasticity 1, Component 1 (comp1)>Solid Mechanics (solid)>Linear Elastic Material 1>Initial Stress and Strain 1, and Component 1 (comp1)>Solid Mechanics (solid)>Linear Elastic Material 1>Activation 1.
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In the Model Builder window, expand the Results>Stress: After Excavation>Surface 1 node, then click Deformation.
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In the tree, select Study: After Excavation/Solution 2 (sol2)>Solid Mechanics>Equivalent Plastic Strain (solid).
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In the Settings window for 2D Plot Group, type Plastic Region: After Excavation in the Label text field.
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In the Model Builder window, expand the Plastic Region: After Excavation node, then click Surface 1.
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Clear the Description check box.
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In the Settings window for 1D Plot Group, type Horizontal Displacement: After Excavation in the Label text field.
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Select the x-axis label check box. In the associated text field, type Distance from tunnel axis (m).
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In the Model Builder window, right-click Horizontal Displacement: After Excavation and choose Duplicate.
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In the Settings window for 1D Plot Group, type Vertical Displacement: After Excavation in the Label text field.
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In the Model Builder window, expand the Vertical Displacement: After Excavation node, then click Line Graph 1.
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