Zobrazeno 1 - 10
of 15
pro vyhledávání: '"Roger C. Harvey"'
Autor:
Allan Ashworth, Roger C. Harvey
Publikováno v:
Quality Assurance in Education. 3:6-13
By the year 2000 it is planned that the participation rate in higher education in the United Kingdom will be 32 per cent, yet there has been no meaningful debate on how this can be achieved in an affordable way. It is expected that the present level
Autor:
Geoffrey A. Patrissi, Frederic H. Brown, Glen D. Houston, Roger C. Harvey, Joseph A. Snyder, Kenneth W. Stoffers, Jesse T. McVay
Publikováno v:
Journal of Periodontology. 61:81-86
The recent re-emergence of air abrasive polishing as an adjunct to professional tooth cleaning has been accompanied by a substantial amount of research. Most of this research has focused on the efficacy of the Prophy-Jet and similar devices in the re
Autor:
Roger C. Harvey, Allan Ashworth
Publikováno v:
Quality Assurance in Education. 3:28-30
A large proportion of the text of the article “Quality assessment: two traditions (a review article)” by Robert Withers ( QAE, Volume 3 Number 2, 1995) concerned itself with a review of the book, Assessing Quality in Further and Higher Education
Publikováno v:
Journal of Materials Science. 10:1616-1625
The paper deals with the non-linear stress-strain characteristics of engineering soils and investigates some of the more important factors relating to the elasto-plastic behaviour. A review of previous literature describes some of the work already pe
Publikováno v:
Journal of Materials Science. 11:689-695
This paper deals with an application of generalized non-linear stress-strain relationships of an incremental nature for a particulate material in order to investigate the behaviour of a bed subjected to a loading cycle during which lateral strain is
Publikováno v:
Journal of the Geotechnical Engineering Division. 107:59-78
A number of factors which influence soil-anchor interaction are evaluated, and in addition, the extent of soil disturbance and the influence of pore water pressures during testing are assessed. Response under repeated and sustained-repeated loading i
Publikováno v:
Journal of the Geotechnical Engineering Division. 104:1033-1036
In order to provide a reliable method of estimating the effects of repeated loading on the holding capacity of an anchorage for the purpose of designing embedment anchor systems for long-term use, tests were performed on circular plate anchors connec
Publikováno v:
Journal of the Geotechnical Engineering Division. 101:508-512
During the past decade, increasing interest has been shown in the development of a satisfactory formulation of a stress-strain relationship for engineering soils that incorporates a concise statement of nonlinearity, inelasticity, and stress dependen
Publikováno v:
Journal of the Geotechnical Engineering Division. 107:1155-1157
Publikováno v:
Journal of the Geotechnical Engineering Division. 106:214-215