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It can be found that the nodal displacements increase when the pre-stress factor is less than 2.0.
Concrete temperature are expected to increase up to 5.6 K, which will make annual average radial displacements increase in some cases even more than 100%.
Recent evidence showing center of pressure (COP) displacements increase following an external stabilization of the center of mass (COM) supports the theory that postural sway may be exploratory and serve as a means of acquiring sensory information.
These vertical displacements increase with the closer distance between the pile tip and tunnel crown.
Then, in the case of cyclic loading, strains and displacements increase in each load cycle.
As the slope angle increases, the transient shear strains and the permanent displacements increase.
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In contrast, in highly unstable sitting conditions, the lordotic LO induced larger CoP displacements (increasing variance by 162%, p < 0.038).
An interesting finding was that the crack tip opening displacements decreased while the crack tip sliding displacements increased with increasing crack length.
The magnitude of pipe displacements increased significantly with the decrease of the pipe depth within the active soil zone.
After that point, as shown in Fig. 10a, the opening and slip displacements increased almost linearly as the shear strain increased.
Figure 3B shows that the concentration of fibrin also affected the degree of bead displacement, with displacements increasing as fibrin concentration decreases.
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