Zobrazeno 1 - 10
of 70
pro vyhledávání: '"S. F. Brown"'
Autor:
J. J. Breen, V. R. Anderson, L. M. Harris, G. H. Bergeison, K. A. Benjamin, D. G. Lynch, S. F. Brown, B. S. Lim, B. A. Myrick, S. Wooten, G. Cooper, C. R. Stroup, B. T. Cook
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e34e7f82e6bcf577899db2cb9abd5a55
https://doi.org/10.1201/9781003075608-35
https://doi.org/10.1201/9781003075608-35
Publikováno v:
Road Materials and Pavement Design. 14:65-85
A large, innovative torsional hollow cylinder apparatus has been designed and commissioned for research investigations on asphalt. It can apply the complex shear and normal stress paths experienced in a pavement under a moving wheel load. The resulti
Autor:
S. F. Brown
Publikováno v:
Géotechnique. 58:315-326
The establishment of Géotechnique in 1948 as the first specialist soil mechanics journal and its development over 60 years is described, building on an earlier paper that dealt with the initial 30 volumes. The work and inspiration of the pioneers wh
Publikováno v:
Geotextiles and Geomembranes. 25:326-335
A series of experiments are described involving the full-scale simulation of geogrid reinforcement for railway ballast, which allowed the key parameters influencing the reduction in vertical settlement (permanent deformation) under repeated loading t
Publikováno v:
Proceedings of the Institution of Civil Engineers - Transport. 160:93-100
This paper describes research undertaken to examine the option of replacing the upper portion of a rigid traditional brick access chamber with a flexible material, so that the system is more compatible with the surrounding flexible (asphalt) pavement
Publikováno v:
Proceedings of the Institution of Civil Engineers - Transport. 160:59-65
A major new full-scale laboratory test facility for railway trackbeds is described. The equipment was designed and developed by the research team at the University of Nottingham, and has been used initially for two projects concerned with the perform
Publikováno v:
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering. 159:35-48
A discrete element model has been developed for geogrid-reinforced ballast. A model for unreinforced ballast has first been developed and evaluated using simulations of large-scale triaxial experiments and comparing with available data. A model for t
Publikováno v:
Proceedings of the Institution of Civil Engineers - Transport. 158:127-134
This paper investigates the effects of surface cracks on the primary responses to wheel loading in a model of a flexible pavement structure. Details of the modelling procedure using finite-element analysis are presented and the effects of different m
Publikováno v:
Granular Matter. 7:145-156
This paper examines the application of kinematic hardening to modelling the behaviour of thinly surfaced pavements dominated by the clay subgrade. An existing three-surface kinematic hardening model has been found to predict too much shear strain and