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The vertical strain was measured utilizing a calibrated Linear Variable Differential Transformers (LVDT) sensor.
Figure 8 shows the strain field distribution, vertical strain and shear strain contour.
Open image in new window Fig. 8 Roof vertical strain and shear strain contour.
Capped QDs, in contrast, exhibit a non-monotonic gradient, with lateral and vertical strain variations.
The band gap is narrowed by compressive in-plane strain and tensile vertical strain.
The maximum settlement of the GRS-IBS due to the service loading was 9 mm (0.3% vertical strain).
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Commonly horizontal and vertical strains are determined separately.
Therefore, the expected vertical strains are well outside the obtained noise levels.
However, vertical strains will primarily be investigated in the web of the specimens to assess the strain and stress levels in the shear reinforcement elements.
Moreover, the expected value of the strains occurring during the experiments well exceeded the observed noise levels on the in-plane horizontal and vertical strains.
It is also observed that the vertical strains on top of pavement layers decreases with an increase in n-value.
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