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Artificial Neural Network Model for Analysis of In-Plane Shear Strength of Partially Grouted Masonry Shear Walls
DownloadSpring 2018
The behaviour of partially grouted (PG) masonry shear walls is complex, due to the inherent anisotropic properties of masonry materials and nonlinear interactions between the mortar, blocks, grouted cells, ungrouted cells, and reinforcing steel. Since PG shear walls are often part of lateral...
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2019-09-29
Akhila Palat, Hendry, Michael T, Mahya Roustaei
Existing models of soil behavior have been developed based on the understanding of the interaction between particles, much of it is conceptually based on sand and modified to describe the behaviors of clayey soils. There are other classes of fibrous soils and soils amended with fibers for which...
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Spring 2022
Managing fluid fine tailings (FFT) is a defining challenge of the oil sands industry in Alberta due to low solids content, and extremely slow self-weight consolidation. One technology to increase the solids content of these tailings is centrifugation to produce centrifuged fluid fine tailings...