Zobrazeno 1 - 10
of 21
pro vyhledávání: '"M C R Davies"'
Publikováno v:
Physical Modelling in Geotechnics ISBN: 9780203743362
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::55a15a88002b6e257f5f361d92ceea0a
https://doi.org/10.1201/9780203743362-55
https://doi.org/10.1201/9780203743362-55
Publikováno v:
Arch Bridges
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ad7ace31e2e5d7946a9609fb41b31c28
https://doi.org/10.1201/9781003078494-46
https://doi.org/10.1201/9781003078494-46
Publikováno v:
Quarterly Journal of Engineering Geology and Hydrogeology. 48:212-223
Debris-flow phenomena were investigated at six study sites across upland Scotland using a combination of laboratory and field-based analyses. In agreement with previous research, higher spatial frequencies of debris-flow paths were measured in areas
Publikováno v:
International Journal of Physical Modelling in Geotechnics. 1:41-45
Publikováno v:
International Journal of Physical Modelling in Geotechnics. 1:41-45
The interaction between turbulent fluid flow and soil particles in local erosion processes is relevant to a number of problems in geotechnical engineering. Physical modelling of these problems at elevated gravities in a centrifuge can increase our un
Publikováno v:
Quarterly Journal of Engineering Geology. 31:273-289
This paper describes an investigation of the 1939 flow slide in colliery spoil at Cilfynydd Common, South Wales. The investigation concentrated on the geomorphological features and other aspects that were to be destroyed by a proposed reclamation sch
Publikováno v:
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering. 131:141-145
The effect of gravity is fundamental in the behaviour of masonry arch bridges, but previous laboratory testing of scale model arches has ignored its effect. A series of centrifuge tests on scale models constructed using real masonry materials is desc
Publikováno v:
Géotechnique. 47:1063-1067
Despite certain restrictions on its validity, the use of a triaxial apparatus is still a commonly used laboratory test method to determine soil behaviour. Solutions were obtained many years ago for evaluating mean excess pore pressure values in soils
Autor:
R. J. Bridle, M. C. R. Davies
Publikováno v:
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering. 125:155-167
A series of large scale shear box tests were conducted to observe soil-nail interaction mechanisms with the aim of predicting the local strength of a soil reinforcement. The local mechanism of failure is that the reinforcement pulls out and forms two
Publikováno v:
Geological Society, London, Engineering Geology Special Publications. 11:273-278
The adsorptions of four carboxylic acids and phenol onto three substrates have been examined. It has been demonstrated that modifying montmorillonite with the diethyl ammonium ion increases the adsorption of the acids at the higher concentration. The