To assess cultural competence among nursing students from nine countries to provide an international perspective on cultural competence.

A single-blind randomized controlled clinical trial in patients with deep caries and symptoms of reversible pulpitis compared outcomes from a self-limiting excavation protocol using chemomechanical Carisolv gel/operating microscope (self-limiting) versus selective removal to leathery dentin using rotary burs (control). This was followed by pulp protection with mineral trioxide aggregate (MTA) and restoration with glass ionomer cement and resin composite, all in a single visit. The pulp sensibility and periapical health of teeth were assessed after 12 mo, in addition to the differences in bacterial tissue concentration postexcavation. Apical radiolucencies were assessed using cone beam computed tomography/periapical radiographs (CBC

Although language research has focused on blackmail in general, less attention has been paid to emotional blackmail. To date, researchers could not locate any literature that examines emotional blackmail from a linguistic standpoint. The current study is intended to fill this gap by scrutinizing emotional blackmail from a pragma-stylistic point of view by examining the style of the characters in selected episodes extracted from the American Breaking Bad series. To carry out the study, an eclectic model comprising kinds of emotional blackmailers by Forward and Frazier (1997), Searles’ speech acts (1979), Grice’s maxims (1975), Brown and Levinson’s politeness (1987), Culpeper’s impoliteness (1996), and Simpson’s stylistic le

The piled raft is a geotechnical composite construction consisting of three elements: piles, raft and soil.
In the design of piled rafts, the load shared between the piles and the raft, and the piles are used up to a
load level that can be of the same order of magnitude as the bearing capacity of a comparable single
pile or even greater. Therefore, the piled raft foundation allows reduction of settlements in a very
economic way as compared to traditional foundation concepts.
This paper presents experimental study to investigate the behavior of piled raft system in sandy
soil. A small scale “prototype” model was tested in a sand box with load applied to the system through
a compression machine. The settlement was