Effect of implant luting cements on the retention of cement-retained, implant-supported zirconia restorations fabricated using CAD-CAM technology - an <i>in vitro</i> study. [PDF]
Kabadi S, Anasane NS.
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Enhancing formation resistivity factor estimation in carbonate reservoirs using electrical zone indicator and multi-resolution graph-based clustering methods. [PDF]
Mohammadi M +4 more
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Basalt fiber reinforcement cementation with bio-inspired carbonate precipitation for stabilization of expansive soil. [PDF]
Mehmood M +6 more
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Mechanical properties of bulk alloys and cemented carbides
Alexander Engman
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Carbonation, Cementation, and Stabilization of Ultramafic Mine Tailings.
Environmental Science and Technology, 2021Tailings dam failures can cause devastation to the environment, loss of human life, and require expensive remediation. A promising approach for de-risking brucite-bearing ultramafic tailings is in situ cementation via carbon dioxide (CO2) mineralization,
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Cementation Failure Behavior of Consolidated Gas Hydrate‐Bearing Sand
Journal of Geophysical Research: Solid Earth, 2020The macromechanical properties (strength, stiffness, stress‐strain relationship, etc) of the hydrate‐bearing sediment are often correlated with the hydrate cementation failure behavior. In this study, a consolidated drained triaxial shear test with X‐ray
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This study compared the performance of a glass ionomer (GC Gold Label 1, GIC) as a fiber post cementation system for glass fiber posts with a self‐adhesive resin cement (Relyx U200, RUC) and a conventional resin cement system (Scotchbond Muli‐Purpose and
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Effect of bio-cementation on geophysical and cone penetration measurements in sands
Canadian geotechnical journal (Print), 2018Microbially induced calcite precipitation (MICP) is a potentially environmentally conscious ground improvement method that can improve the engineering properties of granular soils through the precipitation of calcite.
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A New Framework for Identifying Cementation Level of MICP-Treated Sands
IFCEE 2018, 2018Microbial induced calcium carbonate precipitation (MICP) is a ground improvement technique that can be employed to increase soil stiffness and shear strength.
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