Results 121 to 130 of about 1,569 (299)

Use of ultrasonography in assessing peri‐implant osseous defects: An in vitro study

open access: yesJournal of Periodontology, EarlyView.
Abstract Background The purpose of this study is to investigate the feasibility and diagnostic accuracy of ultrasonography in peri‐implant defect identification and evaluation, and to compare ultrasonography (USG) with cone‐beam computed tomography (CBCT) in defect identification and evaluation in an in vitro model.
Melissa Rachel Fok   +4 more
wiley   +1 more source

Data Gathering and Design Details of an Integral Abutment Bridge

open access: yes, 2007
An integral-abutment bridge is designed to transfer the temperature and traffic-induced horizontal loading to its foundation by the use of a continuous joint between the superstructure and its abutment.
M Asce, S Hassiotis
core  

The Hidden Hazards of Vaping

open access: yesThe Laryngoscope, EarlyView.
A 31 year old male presented with a penetrating oropharyngeal injury following a motor vehicle collision and was found to have a retained metallic foreign body suspected to be part of a vape pen. The foreign body was abutting the carotid artery and was removed via a combined transoral and transcervical approach.
Ayaantuu F. Usman, Sobia F. Khaja
wiley   +1 more source

Overshooting of Hypoplastic Models With Intergranular Strain: Manifestation, Implications and Remedy

open access: yesInternational Journal for Numerical and Analytical Methods in Geomechanics, EarlyView.
ABSTRACT Intergranular strain extensions of hypoplasticity (IGS, ISA, GIS) are widely used to model small‐strain and cyclic soil behaviour. However, recent studies and our own simulations reveal that these models can exhibit stress overshooting not only under repeated small loading cycles but also during monotonic loading.
Jan Machaček   +2 more
wiley   +1 more source

Implications of heterogeneous embankment conditions for geoelectrical investigations on dams: A case study at Mactaquac Dam, Canada

open access: yesNear Surface Geophysics, EarlyView.
Abstract Electrical resistivity tomography (ERT) has been shown to be effective for surveying and monitoring dams, due to the method's sensitivity to moisture content and relevant physical properties (e.g., porosity). Automated ERT systems, capable of time‐lapse monitoring, can be used to detect variations in ground conditions.
John S. Ball   +4 more
wiley   +1 more source

Design of piles for integral abutment bridges. [PDF]

open access: yes
More and more, integral abutment bridges are being used in placeof the more traditional bridge designs with expansion releases. Inthis study, states which use integral abutment bridges were surveyedto determine their current practice in the design of ...
Greimann, L. F.   +4 more
core  

Experimental and analytical study of integral-abutment bridges

open access: yes, 2000
Integral-abutment bridges eliminate the expansion joints that are generally used to accommodate bridge length changes due to daily and annual temperature variations.
Sayers, Brad, Sayers, Brad Harold
core   +1 more source

Early use of the reinforced concrete in the architecture of the Historicism in Austria–Hungary

open access: yesStructural Concrete, EarlyView.
Abstract The study examines the early incorporation of reinforced concrete in the architecture of Historicism in Austria–Hungary. Spanning the late 19th to early 20th centuries, the research illuminates the period's stylistic pluralism and the transformative impact of reinforced concrete.
Éva Lovra, Zoltán Bereczki
wiley   +1 more source

Non‐linear analysis of an integral bridge

open access: yesJournal of Civil Engineering and Management, 2010
This study describes the implementation of a 2‐D finite element model of an integral abutment bridge (IAB) system which explicitly incorporates the nonlinear soil response.
Jamaloddin Noorzaei   +3 more
doaj  

Analysis of numerical models of an integral bridge resting on an elastic half-space

open access: yesStudia Geotechnica et Mechanica
The paper presents three methods of the numerical modeling of a 60 m long integral bridge structure resting on an elastic half-space. For the analysis, three bridge models were built using Abaqus FEA software.
Helowicz Andrzej
doaj   +1 more source

Home - About - Disclaimer - Privacy