Exact(3)
This trend in strength can be explained by the pore structure, which governs the durability of the concrete, especially regarding the resistance of the concrete to freeze thaw cycles (Sobolev and Batrakov 2007).
1. HESC showed a general trend in strength development similar to that observed for normal concrete with Type I cement: a rapid increase during the early stage of curing followed by a gradual decrease in the rate in the later stage, with an asymptotic approach to the limiting compressive strength in the final stage.
HESC showed a general trend in strength development similar to that observed for normal concrete with Type I cement: a rapid increase during the early stage of curing followed by a gradual decrease in the rate in the later stage, with an asymptotic approach to the limiting compressive strength in the final stage.
Similar(57)
When excluding indeterminate responders, this trend increased in strength and significance for the IP-10 test (p = 0.005), but there was still no trend observed for QFT-IT (p = 0.17).
Scaling studies have attempted to determine a relationship between animal size and bone length and diameter, as well as other correlates of bone strength such as cross-sectional area and bone curvature to determine comparative trends in strength-mass relationships [1].
The trend in flexural strength was similar to that of the compressive strength.
Moreover, Tai et al. (2011) reported an increase in compressive strength of UHPC specimens heated up to 300 °C; however, a decreasing trend in compressive strength was observed beyond 300 °C.
Figure 3 shows that IL-10 and TNF-α production capacities were not related to handgrip strength, although an increase in IL-10 production capacity concurred with a declining trend in handgrip strength among subjects with a normal BMI.
An increasing trend in soil strength behaviour with increasing percentage of RBI Grade 81 suggested its potential applications in soil stabilization [8].
These quantitative values agreed with the plots in Fig. 6, in which the decreasing trend in EEJ strength after 1300 LT appears to be different from measured and modeled EEJ in the African and the Southeast Asian sectors, consequently resulting in the high RMSD at these sectors.
The values of UCS determined from our analysis are in general agreement with, but fall slightly below, empirical relations between V p and UCS for shale (e.g., Lal 1999; Horsrud 2001) and are in good agreement with the trend in rock strength defined by laboratory experiments on a limited set of core samples from the Nankai margin (Song et al. 2011; Olcott and Saffer 2013) (Fig. 4c).
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