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Exact(30)
Carbonation affected the total void ratios in all the specimens as shown in Table 9.
Demec points were centered on the centerline of the specimens as shown in the Fig. 6.
A similar pore-water pressure response was observed for both the residual soil specimens as shown in Fig. 11.
The mechanical properties were measured with the tensile test using the dumbbell-shape adhesive specimens, as shown in Table 1.
The relative dynamic modulus is determined by measuring the transverse frequency of the specimens as shown in Fig. 6.
A white paint was applied to the side of the specimens, as shown in Figure 8, to make defects visible.
Similar(30)
A reference system is adopted to label each specimen as shown in Table 1.
The thin film metal heater line is also freestanding and is perpendicular to the specimen as shown in Figure 1.
In the stiffness versus deflection characteristics, stiffness at ultimate load was compared with each specimen as shown in Fig. 14.
Flexure, shear and bond failures were concentrated near the joint of the MONO specimen as shown in Fig. 14a.
NC-50 and NC-100 specimen were cast into two layers at four different positions from sections A D of the specimen as shown in Fig. 4a.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com