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Thus, hot mantle material is brought very close to the top of the slab resulting in higher temperatures at shallower depths for fast slabs compared to the slower ones (see supporting information text and Figure s02).
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The higher magnitude of curling was observed for the standard mix slab compared to the ICC slabs.
It was observed that there was a 25 53% drop in natural frequencies of the damaged slab compared to the undamaged slab, with a much bigger drop for the lower modes.
According to studies of seismic tomography (e.g., Nakajima et al. 2001; Huang et al. 2011), velocity anomalies (V P and V S ) in the slab compared to the surrounding mantle are ~6 %, implying that even our contrast might be on the high end.
Khajehdehia and Panahshahib (2016) conclude that that presence of openings clearly changed the in-plane behavior of RC slabs compared to those of slabs without openings and that this oversimplification in design and analysis of slabs by ignoring the opening effects might lead to erroneous results, Song et al. (2012).
High-resolution TEM images revealed that unsupported NiMo sulfide prepared at 375 °C shows lower number of layers in the stacks of catalyst with more curvature and shorter length of slabs compared to that prepared at 300 °C.
The low thermal conductivity of ICC slab may also influence the smaller temperature variation in AC layer under the ICC slab compared to that under the standard mix slab.
These conditions cause a larger reduction in ultimate load carrying capacity of such slabs compared to slabs subjected to corrosion when there are no cracks and the loading is not sustained in nature during the corrosion process.
In particular, less than 50% reduction of the fundamental frequency due to concrete damage is obtained for the retrofitted slab compared to more than 85% reduction for the as-built slab.
The field monitoring program at Bayou Courtableau Bridge demonstrated much better performance of the new approach slab design system (west approach slab) compared to traditional design (east approach slab).
The predicted flexural load-deflection response of the slab was compared to the experimental data.
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