Zobrazeno 1 - 10
of 20
pro vyhledávání: '"Kevin J. Northmore"'
Publikováno v:
Geological Society, London, Engineering Geology Special Publications. 29:187-203
Metastable soils may collapse because of the nature of their fabric. Generally speaking, these soils have porous textures, high void ratios and low densities. They have high apparent strengths at their natural moisture content, but large reductions o
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d7c3383a887d7ef6eda3d67575ab7280
https://doi.org/10.1144/egsp29.6
https://doi.org/10.1144/egsp29.6
Publikováno v:
IAEG/AEG Annual Meeting Proceedings, San Francisco, California, 2018-Volume 1 ISBN: 9783319931234
The British Geological Survey (BGS) formally incorporated engineering geology as one of its key activities by creating the Engineering Geology Unit (EGU) in 1967. From 1968 an engineering geological survey of the proposed site of the new town of Milt
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a92141e3f22884b8d85fdb28ccc1e37e
https://doi.org/10.1007/978-3-319-93124-1_6
https://doi.org/10.1007/978-3-319-93124-1_6
Autor:
Ian Jefferson, Ian Smalley, David Entwisle, Kevin J. Northmore, Peter Jackson, D. I. Boardman, Antoni E. Milodowski, A. Zourmpakis, L.M. Nelder, David Gunn, Neil Dixon, M.G. Raines, Christopher D. F. Rogers
Publikováno v:
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering. 161:3-17
A detailed site characterisation was undertaken in order to assess methods that could be used to determine the depth and lateral extent of a potentially collapsible loessic brickearth deposit at a site in Kent. The investigation presented in this pap
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::91bcb87dc18509190328c6ad16c62be5
https://doi.org/10.1680/geng.2008.161.1.3
https://doi.org/10.1680/geng.2008.161.1.3
Publikováno v:
Journal of Quaternary Science. 22:361-371
Windblown dust deposits or loess, locally known in the UK as brickearth, blanket many parts of southern England outside the limits of the British and Irish Ice Sheet. The best-studied loess exposures occur in Kent, southeast England, where the deposi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7971f3fe674443b5fa35f5602fd7027b
https://doi.org/10.1002/jqs.1061
https://doi.org/10.1002/jqs.1061
Autor:
Michèle L. Clarke, David Boardman, Aris Zoumpakis, Antoni E. Milodowski, Peter Jackson, David Gunn, Christopher D. F. Rogers, Ian Smalley, David Entwisle, Neil Dixon, Simon J. Kemp, Kevin J. Northmore, Ian Jefferson
Mineralogical and petrographical investigation of two loessic brickearth profiles from Ospringe and Pegwell Bay in north Kent, UK have differentiated two types of brickearth fabric that can be correlated with different engineering behaviour. Both seq
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::c174e64633a3de9ae1363de78f6b8b31
Autor:
L.M. Nelder, Kevin J. Northmore, D. I. Boardman, Christopher D. F. Rogers, Ian Jefferson, David Entwisle, Peter Jackson, Neil Dixon, David Gunn, A. Zourmpakis
Publikováno v:
Quarterly Journal of Engineering Geology and Hydrogeology. 39:131-150
Loess soils undergo collapse due to bond weakening under loading and, especially, wetting, and consequently constitute a major engineering geology hazard. To understand better the relationship between wetting and volume reduction in loess, a field co
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fb8845bdb3b54dda2ba69bb350a8735c
https://doi.org/10.1144/1470-9236/04-046
https://doi.org/10.1144/1470-9236/04-046
Autor:
Kevin J. Northmore, David Gunn, Peter Jackson, D. I. Boardman, Antoni E. Milodowski, A. Zourmpakis, Ian Jefferson, David Entwisle, Neil Dixon, Christopher D. F. Rogers
Publikováno v:
Quarterly Journal of Engineering Geology and Hydrogeology. 39:151-172
Amodel of electrical conduction through clay-coated, silt-sized quartz-grains inter-connected by clay-bridges (e.g. brickearth) is developed. Underpinned by SEM studies of brickearth, the model predicts resistivity to be proportional to the size of t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::803fd2dc7d8c29a5419723bf73c3de64
https://doi.org/10.1144/1470-9236/04-047
https://doi.org/10.1144/1470-9236/04-047
Autor:
Kevin J. Northmore, D. I. Boardman, Antoni E. Milodowski, Neil Dixon, David Gunn, Christopher D. F. Rogers, Peter Jackson, Ian Jefferson, A. Zourmpakis, L.M. Nelder, David Entwisle
Publikováno v:
Quarterly Journal of Engineering Geology and Hydrogeology. 39:173-188
Metastable loessic brickearth comprises a stiff fabric structure with inter-particle interactions different to those normally associated with clay-sized or silt-sized particle fabrics. Laboratory samples loaded near in situ moisture contents exhibite
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fed829efbfb6332fa567418a3bfe4244
https://doi.org/10.1144/1470-9236/04-045
https://doi.org/10.1144/1470-9236/04-045
Publikováno v:
Quarterly Journal of Engineering Geology and Hydrogeology. 36:217-229
Samples of infill material from gulls in the Hythe Beds at Allington, Kent, England, were tested to determine their geotechnical index properties and their susceptibility to collapse when wetted under load in an oedometer. The soils accumulated durin
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::056633f14769647dbe0e16ec50367c92
https://doi.org/10.1144/1470-9236/02-005
https://doi.org/10.1144/1470-9236/02-005
Autor:
J Wambura, David Gunn, Kevin J. Northmore, Peter Jackson, G Ogutu, B Wangusi, Philip Meldrum, J. R. Hallam
Publikováno v:
NDT & E International. 35:107-115
An experimental monitoring system is described using electrical resistivity as a proxy for imaging changing moisture content distribution in engineered earthworks. The approach is illustrated using a case history concerning a road embankment construc
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::056e83428effd2bba44fe3e41e0d5ff5
https://doi.org/10.1016/s0963-8695(01)00030-5
https://doi.org/10.1016/s0963-8695(01)00030-5