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From this, we derive a parameterization of the amount of water that remains in the slab at large depths as a function of slab age, subduction velocity and mantle potential temperature.
In Figs. 4(a) and (b) we plot the maximum amplitude in the focal volume as a function of slab thickness normalized with respect to the (a) transport mean free path l* and (b) single scattering mean free path l s, respectively.
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Table 1 presents the recommended dowel bar diameter as a function of pavement slab thickness for several US State highway agencies.
Based on a critical shear crack theory and the data of 99 tests, Muttoni (2008) defined the punching strength as a function of the rotation of slab outside inclined shear crack.
Since dehydration mainly occurs within hydrated oceanic crusts consisting of both sediment and AOC rather than the underlying oceanic mantle (e.g., Iwamori 2007), the temperature distribution along the surface of a slab is calculated as a function of subduction velocity (V), slab age (a), and subduction angle, using an analytical expression based on that reported by England and Wilkins (2004).
Abers et al. (2013) calculated the accumulated amount of dehydration-derived H2O, the H2O production rate, and the overall system volume change from the dehydration reaction, as a function of depth for two representative slabs: the Pacific slab beneath eastern Hokkaido as a cold slab and the Philippine Sea slab beneath Kii as a warm slab (Fig. 11b d).
Red and green lines represent the evolution lines as a function of depth for the Philippine Sea slab (beneath southwestern Japan) and the Pacific slab (beneath northeastern Japan), respectively.
In Fig. 6 we plot the normalized amplitude of the parallel component of the electric field E∥ as a function of the exiting angle for slab thicknesses T = 1, 3, and 5 l s and fixed single-scattering anisotropy g = 0.8.
It is also shown that profiled steel sheeting slabs exhibit greater fire resistance when compared with that of a solid slab as a function of their ambient temperature strength.
Open image in new window Fig. 12 Calculated horizontal tensile stress at the bottom of concrete slab as a function of modulus of elasticity.
This is with respect to the dissolution phase of the LaFe1-xPd x O3 slab as a function of Δμ O and oxygen partial pressure at high temperatures.
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