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Maurice B. Dusseault

Researcher at University of Waterloo

Publications -  285
Citations -  5611

Maurice B. Dusseault is an academic researcher from University of Waterloo. The author has contributed to research in topics: Geomechanics & Borehole. The author has an hindex of 34, co-authored 268 publications receiving 4410 citations. Previous affiliations of Maurice B. Dusseault include University of Alberta & Alberta Research Council.

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Journal ArticleDOI

Use of uniaxial compression test results in stress modelling around openings in nonlinear geomaterials

TL;DR: In this paper, a phenomenological approach extending linear elastic constitutive equations to nonlinear materials is presented and applied to stress analysis around circular openings, using stress-dependent Lame parameters instead of fixed values.
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Semi-Analytical Solutions for the Effect of Well Shut Down on Rock Stability

TL;DR: In this article, the effect of well shut-down on rock stability has been quantified by a fully coupled geomechanics model accounting for the changes of fluid pressure, while the water hammer equations provide a boundary condition for the bottom-hole pressure.
Book ChapterDOI

Large-scale self-weight consolidation testing

TL;DR: In this article, the authors used self-weight consolidation tests with specimens 10 m high and 1 m in diameter to determine whether or not the slurry material properties measured in large-strain slurry consolidation cells and in 2m-high consolidation tests (when used in the finitestrain consolidation mathematical model) can predict the consolidation behavior of deep deposits of waste slurry such as those deposited in the field.
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Characteristics of natural slopes in the Athabasca Oil Sands

TL;DR: The Athabasca Oil Sands are largely within the McMurray Formation, which is a transgressive blanket quartz sand of Lower Cretaceous age as mentioned in this paper, and the major agents affecting slope morphology are the lithology, the aspect and the basal stratigraphy.
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Detecting Defects in Steel Reinforcement Using the Passive Magnetic Inspection Method

TL;DR: In this article, the authors evaluated the service life of reinforced concrete (RC) and found that steel reinforcement defects or deterioration may lead to a crack in the reinforced concrete and lead to the failure of the reinforcement.