Zobrazeno 1 - 10
of 573
pro vyhledávání: '"Jamie Standing"'
Publikováno v:
Géotechnique. :1-47
High-quality rotary core samples of natural London Clay were taken during installation of subsurface instrumentation to monitor the ground response at Hyde Park, London, to the construction of Crossrail tunnels. An extensive programme of advanced tri
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::595cfaeba2332f29ad55e2639e651077
https://doi.org/10.1680/jgeot.21.00292
https://doi.org/10.1680/jgeot.21.00292
Publikováno v:
International Journal of Geotechnical Engineering. 16:682-699
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::be90d2a679ab3eb7665c2a6ccab6f4de
https://doi.org/10.1080/19386362.2021.2014686
https://doi.org/10.1080/19386362.2021.2014686
Publikováno v:
Géotechnique. 71:368-372
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8e0078a25c0828f5d43efcb26397b31b
https://doi.org/10.1680/jgeot.19.d.007
https://doi.org/10.1680/jgeot.19.d.007
The structural response of a segmental grey cast iron (GCI) tunnel lining ring under distortion was investigated by means of finite element (FE) analysis. Building on previous experimental investigations, a 3D numerical model, capable of reproducing
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::678ce1abd9b8d229a3ae346e2388a6c9
http://hdl.handle.net/10044/1/91577
http://hdl.handle.net/10044/1/91577
Autor:
Thomas Shire, Jamie Standing
Unsaturated constant water content triaxial compression tests with suction measurement using an Imperial College Tensiometer, and saturated consolidated undrained tests were carried out on reconstituted Brickearth, a naturally unsaturated clayey silt
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::12bf36768fd79ec2a9a5762ba541d86b
https://eprints.gla.ac.uk/229103/1/229103.pdf
https://eprints.gla.ac.uk/229103/1/229103.pdf
Autor:
Jamie Standing, S. R. Buss
Publikováno v:
Quarterly Journal of Engineering Geology and Hydrogeology. 53:349-351
As the Anthropocene epoch marches on, there is an increasing need to assess (i) the effects of human activity from the small to global scale and (ii) natural changes that might threaten current life and habitat. Worldwide there is a migration of many
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::40427a4d6689505598285d045cf76c04
https://doi.org/10.1144/qjegh2020-119
https://doi.org/10.1144/qjegh2020-119
Publikováno v:
Geotechnical Aspects of Underground Construction in Soft Ground ISBN: 9780429321559
Geotechnical Aspects of Underground Construction in Soft Ground
Geotechnical Aspects of Underground Construction in Soft Ground
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1856891cf026eecaff77f7c0f7b6b3e6
https://doi.org/10.1201/9780429321559-25
https://doi.org/10.1201/9780429321559-25
Publikováno v:
Geotechnical Aspects of Underground Construction in Soft Ground ISBN: 9780429321559
Geotechnical Aspects of Underground Construction in Soft Ground
Geotechnical Aspects of Underground Construction in Soft Ground
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fb1245833d269276c8c902913978b622
https://doi.org/10.1201/9780429321559-78
https://doi.org/10.1201/9780429321559-78
Loess, a wind-blown silty soil, can be deposited under a variety of moisture conditions, including dry deposition, wet deposition and gravitational settling of aggregations formed in moist air by capillary forces at grain contacts. This experimental
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::8502bd3ebab6725a4a3d2491430facd5
https://eprints.gla.ac.uk/186883/7/186883.pdf
https://eprints.gla.ac.uk/186883/7/186883.pdf
Many old railway embankments were originally formed from loose dumped clay fill on which ash fill was subsequently placed to maintain the track level. These have required considerable maintenance, primarily because of embankment movements. They are m
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::1ba888a7ece67ba54a479e5153e9e713
http://hdl.handle.net/10044/1/81022
http://hdl.handle.net/10044/1/81022