Conventional scan body vs. scan bodies with auxiliary geometric devices: an <i>in vitro</i> study for edentulous full-arch implant impressions. [PDF]
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A micro-CT-integrated 3D simulation framework reveals fluid transport mechanisms and void dynamics in root canal biomaterials. [PDF]
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Influence of Prosthetic Emergence Profile on Peri-Implant Marginal Bone Stability: A Comprehensive Review. [PDF]
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Orthotopic renal autotransplantation: A step forward during postchemotherapy retroperitoneal lymph node dissection for germ cell tumor. [PDF]
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Rigidity of abutments in integral abutment bridges
Structure and Infrastructure Engineering, 2011In this article, we present the results from a numerical and an experimental analysis of the Scotch Road integral abutment bridge located in Trenton, New Jersey. A three-dimensional, non-linear finite element (FE) model of the bridge has been developed to study the effect of thermal loading on pile–soil interaction.
Yasser A. Khodair, Sophia Hassiotis
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Foundations for Integral Abutments
Practice Periodical on Structural Design and Construction, 2007Integral-abutment bridges have many advantages over full-height-abutment or stub-abutment bridges. Integral abutments eliminate or reduce the number of expansion joints in bridge superstructures and simplify design, detailing, and construction. In this paper, foundation design concepts, such as fixed-head pile, pinned-head pile, hinged abutment, fixed ...
Kenneth F. Dunker, Dajin Liu
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Optimized Design for Soil-Pile Interaction and Abutment Size of Integral Abutment Bridges
IABSE Reports, 2010<p>In the last few years, the integral abutment bridge (IAB) concept has become quite common. It is, incidentally, not a newly developed concept, its formulation dating back at least to the 1930s, in order to deal with long-term structural problems frequently occurring with conventional bridge design.
Briseghella B., Lan C., Zordan T.
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Integral bridge abutment - approach embankment interaction
IABSE Reports, 2010<p>The study deals with the development of long jointless bridges with a focus on soil–structure interaction. The instrumentation of Haavistonjoki Bridge was completed in the autumn of 2003. The data were collected by monitoring altogether 191 gauges installed in the bridge structures during construction.
Olli Kerokoski, Hans Petursson
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