Sentence examples for maximum vertical deformation from inspiring English sources

This indicates that the four trackbeds with asphalt layer could decrease the maximum vertical deformation at subgrade surface, and the deformation of T3 was slightly greater than the other three structures.

Without considering the growth of the lava dome, the maximum vertical deformation of the latest eruption was less than 10 cm, although the height of the local anticline shown in Fig. 8(b) appears to be 0.1 km at most.

Asphalt layer has the capacity to decrease the maximum vertical deformation of subgrade compared to the conventional ballasted structure, and T1 and T2 are more appropriate for railway asphalt trackbeds than T3 and T4.

The maximum vertical deformation of interface shear test is less than that seen in the pure soil test, and the rough interface shear test also exhibits weaker shearing resistance than the pure soil shear test does.

The results showed that the range of peak vertical accelerations on the top of subgrade surface of T2 and T4 were smaller than T1 and T3; T1 and T2 perform better in decreasing the maximum vertical deformation of subgrade than T3 and T4; the maximum transversal tensile strain of T4 is almost twice than the other three.

(2) Asphalt layer has the capacity to decrease the maximum vertical deformation of subgrade compared to the conventional ballasted structure, and T1 and T2 are more appropriate for railway asphalt trackbeds than T3 and T4.   (3) The longitudinal tensile strain of T4 is the minimum among the four structures; however, the maximum transversal tensile strain of T4 is almost twice than the other three.

During the calculation period, the maximum vertical deformations of T1, T2, T3, and T4 were 2.055, 2.049, 2.105 mm (max), and 2.038 mm, respectively.

Fig. 9 Temporal evolution of the maximum vertical displacement in each interferogram near the center of the deformation field.

Based on these corrected values, the temporal evolution of the maximum vertical displacement in each interferogram near the center of the deformation field (assuming the horizontal component of displacement was suitably small near the center) is shown in Fig. 9. Figure 9 shows changes in the three periods of (1) JERS-1 (1993–1998), (2) ALOS (2007 2010), and (3) ALOS-2 (2014–).

On the other hand, vertical deformation is relatively localized on the Pacific coast with maximum 1.1 m subsidence on land and 5 m uplift on the seafloor.

The time-history curves of vertical deformation at the top of subgrade surface are extracted to compare the maximum value as shown in Fig. 7a, b.